CN113445800A

CN113445800A - Bearing side separation resisting mechanism system

Info

Publication number: CN113445800A
Application number: CN202110724187.XA
Authority: CN
Inventors: 李国强; 宫海; 储海军; 郭建好
Original assignee: Nantong Assembly Building And Intelligent Structure Research Institute
Current assignee: Nantong Assembly Building And Intelligent Structure Research Institute
Priority date: 2021-06-29
Filing date: 2021-06-29
Publication date: 2021-09-28
Anticipated expiration: 2041-06-29
Also published as: CN113445800B

Abstract

The utility model relates to a structural engineering technique's field discloses a bear anti side separating mechanism system, and it includes outer frame, internal frame and floor, the internal frame sets up in the inner circle of outer frame, the internal frame includes the first frame roof beam that a plurality of levels set up and the first beam column of a plurality of vertical settings, the both ends of first frame roof beam are connected with two adjacent first beam column hinges respectively, wherein are close to the one end and the outer frame hinge of the first frame roof beam of outer frame are connected, and the other end is connected with first beam column hinge, be equipped with the shock attenuation supporting component on the outer frame, the floor is laid jointly at outer frame and the position that the internal frame is located same level. This application has the effect of save material, improvement overall structure's steadiness.

Description

Bearing side separation resisting mechanism system

Technical Field

The application relates to the technical field of structural engineering, in particular to a bearing side separation resisting mechanism system.

Background

At present, the problems of high energy consumption of building resources, low production efficiency, great worry on engineering quality and safety, gradual increase of labor cost, serious resource shortage and the like generally exist in the traditional building production mode in China. The method requires that construction industry enterprises need to change the traditional construction production mode, meet the requirements of sustainable development of the construction industry in the future, promote the modern development of novel construction industry and the transformation and upgrade of the structure of the construction industry, change the current situation of the construction industry in China, get rid of the dependence and the constraint of the traditional construction mode, and seek the development path aiming at the modernization of the construction industry.

Compared with the traditional concrete structure, the steel structure building has the advantages of high industrialization level, light dead weight, good earthquake resistance, long life cycle, recyclable materials and the like. At present, steel structure buildings are rapidly developed under the encouragement of the state, and meanwhile, corresponding design theories and structural system potentials need to be updated. The traditional steel structure frame system has better performances in all directions such as compression resistance, tensile resistance and the like of steel materials, has smaller column section area under the condition of meeting the requirement of vertical bearing axial-pressure ratio, has small lateral rigidity, causes overlarge structure lateral movement, causes overlarge lateral movement, integral instability and the like under the action of horizontal force such as earthquake and the like; in order to meet the requirement of lateral movement rigidity, the external dimension of the section of the column is required to be increased; when the external dimension of the column section is large, in order to ensure that the column component does not deform, buckle and other local instability problems, the thickness of the combined plate needs to be increased to be matched with the width and the height of the combined plate so as to ensure the conditions of the width-thickness ratio, the height-thickness ratio and the like, so that the material consumption is increased, more redundant strength is formed, the manufacturing cost is increased, and the popularization of modern steel structure buildings is not facilitated.

Disclosure of Invention

In order to improve that present steel construction support system exists, for improving that anti side rigidity is little and increase the material quantity and lead to the structural strength redundancy, the higher problem of cost, the application provides a bear anti side separation mechanism system.

The application provides a bear anti side separating mechanism system, adopts following technical scheme to obtain:

the utility model provides a bear anti side separating mechanism system, includes outer frame, inner frame and floor, the inner frame sets up in the inner circle of outer frame, the inner frame includes the first frame roof beam that a plurality of levels set up and the first beam column of a plurality of vertical settings, the both ends of first frame roof beam are connected with two adjacent first beam column hinges respectively, wherein are close to the one end and the outer frame hinge of the first frame roof beam of outer frame are connected, and the other end is connected with first beam column hinge, be equipped with shock attenuation supporting component on the outer frame, the floor is laid jointly and is located same level's position at outer frame and inner frame.

Through above-mentioned technical scheme, outer frame cooperatees with the articulated inner frame that sets up to strengthen the support through shock attenuation supporting component, under the condition that does not increase outer frame and inner frame material quantity, strengthened overall structure's intensity. Meanwhile, the floor slab coordinately transmits horizontal force, so that the vertical bearing capacity and the horizontal force resisting side force are separated and borne by different members respectively, the redundant bearing capacity is released favorably, and the stability of the integral structure support is improved.

Preferably: the both ends of first frame roof beam all are equipped with first connecting plate, just the both sides of first frame roof beam all are equipped with first connecting plate, first connecting plate is towards the one end and the first beam column welded fastening of first beam column, two wear to be equipped with the bolt jointly on first connecting plate and the first frame roof beam, just the one end threaded connection of bolt has the nut, the nut is inconsistent with one side that first connecting plate deviates from first frame roof beam.

Through above-mentioned technical scheme, first frame roof beam is fixed through being connected with first connecting plate, realizes fixed with being connected of first roof beam post, and the installation is simple convenient. Adopt the mode of assembled connection between first frame roof beam and the first beam column, be convenient for transport first frame roof beam and first beam column before the construction.

Preferably: the outer frame comprises a plurality of second frame beams arranged horizontally and a plurality of second beam columns arranged vertically, the two ends of the second frame beam are respectively connected with two adjacent second beam columns, the second frame beam comprises a first connecting beam and two second connecting beams, the two second connecting beams are respectively positioned at the two ends of the first connecting beam, one end of the second connecting beam far away from the first connecting beam is welded and fixed with the second beam column, one end of the second connecting beam far away from the second beam column is aligned with the first connecting beam, two second connecting plates are arranged between the second connecting beam and the first connecting beam, the two second connecting plates are respectively positioned at two sides of the first connecting beam, the second connecting plates are attached to one sides of the second connecting beam and the first connecting beam together, the two second connecting plates are connected with the first connecting beam through bolts and nuts, and meanwhile the two second connecting plates are also connected with the second connecting beam through bolts and nuts.

Through above-mentioned technical scheme, when installing fixedly with second frame roof beam and second beam column, the operator docks second tie-beam and first tie-beam mutually, first tie-beam is close to with the second tie-beam mutually, and press from both sides tight fixedly with the both sides of first tie-beam and second tie-beam through two second connecting plates, the cooperation of rethread bolt and nut is with two second connecting plates after that, first tie-beam, the second tie-beam is connected fixedly, thereby it is fixed with second beam column connection to make the second tie-beam, the other end of second tie-beam adopts the same connected mode. Adopt the mode of assembled connection between second frame roof beam and the second beam column, the operator of being convenient for carries out the installation construction, also is convenient for the operator to carry second beam column and second frame roof beam before the construction.

Preferably: the structure of the first connecting beam is the same as that of the second connecting beam, the first connecting beam comprises a vertical plate and two sealing plates, the two sealing plates are respectively located at two ends of the vertical plate, the vertical plate and the sealing plates are vertically arranged, a through groove is formed in the vertical plate of the first connecting beam and the vertical plate of the second connecting beam along the thickness direction, the through groove penetrates through one end face of the vertical plate, the through grooves in the vertical plate of the first connecting beam and the vertical plate of the second connecting beam are close to each other to form a splicing groove, a plug board is inserted in the splicing groove, inclined planes which incline downwards and towards the direction far away from the first connecting beam and the second connecting beam are arranged on one side, a welding seam is formed between one side, opposite to the first connecting beam and the second connecting beam, and the welding seam is filled with welding flux.

Through above-mentioned technical scheme, before connecting fixedly first tie-beam and second tie-beam, align first tie-beam and the concatenation of second tie-beam earlier, the logical groove amalgamation on two risers this moment forms the splice groove, then the operator pegs graft the plugboard into the splice groove in again for the position of two risers is restricted, thereby the operator of being convenient for carries out quick connection fixedly to first tie-beam and second tie-beam. And when the operator welds the overwelding seam between first tie-beam and the second tie-beam, the solder flux drops downwards, and the plugboard that is located overwelding seam below can accept the solder flux, reduces the solder flux and drops and cause the possibility of potential safety hazard, and after the welding was accomplished, the operator took out the plugboard from the splice groove again.

Preferably: the shock absorption support assembly comprises a metal energy dissipater, and two ends of the metal energy dissipater are respectively connected and fixed with the first connecting beam and the second beam column.

Through above-mentioned technical scheme, the setting of metal energy dissipater can support and anti side when the side takes place to move at outer frame and internal frame to play the shock attenuation and strengthen the effect of supporting.

Preferably: two groups of metal energy dissipaters are arranged between the first connecting beam and two adjacent second beam columns, one ends of the two groups of metal energy dissipaters are fixedly connected with a middle fulcrum of the first connecting beam, the distance between the two groups of metal energy dissipaters increases progressively towards the direction far away from the first connecting beam, and one ends of the two groups of metal energy dissipaters far away from the first connecting beam are fixedly connected with the two second beam columns respectively.

Through the technical scheme, when the outer frame moves from two directions, the two groups of metal energy dissipaters can support the outer frame from two directions respectively, so that the stability of the metal efficiency device for supporting the outer frame is improved.

Preferably: the floor is tiled on the first frame beam and the second frame beam at the same height position, and the floor is simultaneously fixed on the first frame beam and the second frame beam by a plurality of screws.

Through above-mentioned technical scheme, the floor passes through the fix with screw on first frame roof beam and second frame roof beam, and the installation is simple convenient.

Preferably: be equipped with interim fixed subassembly on the first beam column, interim fixed subassembly is including connecting framework and two connecting rods, the open end has been seted up to one side of connecting framework, connect the framework cover establish on the second beam column and slide with the second beam column and be connected the cooperation, be equipped with in the connecting framework and be used for carrying out spacing locating part, two to connecting framework fixed connection is respectively at the both ends that the connecting framework is close to the open end, two equal threaded connection has conflict bolt on the connecting rod.

Through the technical scheme, when needs are fixed with the second tie-beam and the second beam column welding of second frame roof beam, the operator overlaps earlier the framework of connecting on the second beam column, and fix the second tie-beam in the outside of second beam column with the hand in advance earlier, will connect the framework and slide downwards again, move to the both sides of second tie-beam until two connecting rods, the operator will connect the framework fixed through the locating part after that, twist the conflict bolt again, conflict the outside at the second tie-beam until the conflict bolt conflicts, thereby fix the second tie-beam, need not that the operator is manual to fix the second tie-beam, so that the operator carries out welded fastening to second tie-beam and second beam column, be favorable to reducing the operation degree of difficulty.

Preferably: the locating part includes the plug rod, one side of plug rod has set firmly the lug along vertical direction, the inserting groove has been seted up to the inboard of connecting the framework, the inserting groove sets up along vertical direction through connection framework, one the plug rod is pegged graft between connecting framework and second beam column, just lug and inserting groove grafting cooperation, the plug rod deviates from one side of connecting the framework and one side counterbalance of second beam column.

Through the technical scheme, when the position of the connecting frame body is limited as required, an operator inserts the insertion rod into the gap between the second beam column and the inner side wall of the connecting frame body, and makes the convex block on the insertion rod inserted into the insertion groove, so that the position of the insertion rod is limited in the gap between the second beam column and the inner side wall of the connecting frame body, and one side of the insertion rod is abutted to the outer side of the second beam column, so that the position of the connecting frame body is limited.

Preferably: one side of the insertion rod, which is far away from the convex block, is provided with a groove, and the groove penetrates through the insertion rod along the vertical direction.

Through above-mentioned technical scheme, when the clearance between second beam column and the connection frame body inside wall is greater than the thickness of an inserting rod, the operator can increase the quantity of inserting rod, passes through lug and recess grafting cooperation with two adjacent inserting rod, realizes the grafting cooperation to two adjacent inserting rod, fills the clearance between second beam column and the connection frame body inside wall until a plurality of inserting rod for the connection frame body rigidity. Set up like this, the operator can be through the quantity that increases the peg graft pole for the peg graft pole is applicable to and fills the second beam column and the clearance of connecting the difference between the framework inside wall, has enlarged application scope.

In summary, the present application includes at least one of the following beneficial technical effects:

1. under the condition that the material consumption of the outer frame and the material consumption of the inner frame are not increased, the damping support assembly is supported and arranged on the outer frame, and when the outer frame moves laterally, the damping support assembly plays a role in supporting and resisting lateral movement, so that the stability of the whole structure is improved;

2. all adopt the mode of assembled connection between first frame roof beam and first beam column, second frame roof beam and second beam column, make things convenient for the operator to carry and install fixedly first frame roof beam and first beam column, second frame roof beam and second beam column.

3. When the second connecting beam is fixedly connected with the second beam column, an operator firstly fixes the second connecting beam on the outer side of the second beam column through the temporary fixing assembly, so that the operator can weld and fix the second connecting beam and the second beam column.

Drawings

Fig. 1 is a schematic structural view of a connection structure for embodying an outer frame, an inner frame, and a floor in an embodiment of the present application.

Fig. 2 is a schematic distribution diagram for embodying hinge joints and rigid joints in the inner and outer frames.

Fig. 3 is a schematic structural diagram for embodying a temporary fixing assembly in the embodiment of the present application.

Fig. 4 is an enlarged view of a portion a in fig. 3.

Fig. 5 is an enlarged view of a portion B in fig. 1.

Fig. 6 is a schematic diagram for embodying horizontal lateral force resistance in the embodiment of the present application.

Fig. 7 is a schematic diagram for embodying vertical bearing stress in the embodiment of the present application.

Reference numerals: 1. an outer frame; 11. a second frame beam; 111. a first connecting beam; 1111. a vertical plate; 1112. closing the plate; 112. a second connecting beam; 113. splicing grooves; 114. a plugboard; 115. passing a welding seam; 12. a second beam column; 13. a second connecting plate; 14. rigidly connecting nodes; 2. an inner frame; 21. a first frame beam; 22. a first beam column; 23. a first connecting plate; 24. a hinged joint; 3. a floor slab; 31. a screw; 4. a metal energy dissipater; 5. a temporary fixation assembly; 51. connecting the frame body; 511. an open end; 512. a notch; 513. inserting grooves; 52. a connecting rod; 53. abutting against the bolt; 54. a plug rod; 541. a bump; 542. and (4) a groove.

Detailed Description

The present application is described in further detail below with reference to figures 1-7.

The embodiment of the application discloses a bearing side separation resisting mechanism system.

Referring to fig. 1 and 2, the load-bearing anti-side separation mechanism system includes an outer frame 1, an inner frame 2, and a floor 3, wherein the inner frame 2 is disposed at an inner ring of the outer frame 1.

Referring to fig. 1 and 3, the outer frame 1 includes a plurality of second frame beams 11 horizontally disposed and a plurality of second beam columns 12 vertically disposed, the outer frame 1 encloses a rectangle, the number of the second beam columns 12 may be twelve, twelve beam columns enclose an enclosure frame with a square cross section, four beam columns are all arranged on each side of the square enclosure frame, the distance between two adjacent beam columns is the same, and one second frame beam 11 is disposed between two adjacent beam columns. Both ends of the second frame beam 11 are connected to the adjacent two second beam columns 12, respectively. The second frame beam 11 includes a first connection beam 111 and two second connection beams 112, and one end of the second connection beam 112 is welded and fixed to the second beam column 12.

Referring to fig. 3 and 4, be equipped with interim fixed subassembly 5 on second beam column 12, interim fixed subassembly 5 is including connecting framework 51 and two connecting rods 52, and open end 511 has been seted up to one side of connecting framework 51, and connecting framework 51 cover is established on second beam column 12 and is slided with second beam column 12 and be connected the cooperation, and inserting groove 513 has been seted up to the inboard of connecting framework 51, and inserting groove 513 sets up along vertical direction through connection framework 51. Be equipped with the locating part on the connection frame body 51, the locating part includes grafting pole 54, and recess 542 has been seted up to one side of grafting pole 54, and the recess 542 runs through grafting pole 54 along vertical direction, and one side that grafting pole 54 deviates from recess 542 has set firmly lug 541, lug 541 and grafting pole 54 integrated into one piece along vertical direction. Two connecting rods 52 are respectively bonded at two ends of the connecting frame body 51 close to the opening end 511, the two connecting rods 52 are kept parallel, the distance between the two connecting rods 52 is larger than the width of the second connecting beam 112, the connecting rods 52 are respectively in threaded connection with the conflict bolts 53, and the conflict bolts 53 penetrate through the connecting rods 52.

Referring to fig. 3 and 4, before the second connecting beam 112 is welded and fixed on the second beam-column 12, an operator sleeves the connecting frame body on the second beam-column 12, and first fixes the second connecting beam 112 on the second beam-column 12 by hand, and then the operator slides the connecting frame body 51 along the vertical direction of the second beam-column 12 until the two connecting rods 52 are respectively located at two sides of the second connecting beam 112 along the width direction. Then, the operator inserts a corresponding number of insertion rods 54 between the connection frame 51 and the second beam 12 according to the distance between the inner wall of the connection frame 51 and the outer side of the second beam 12. In this embodiment, the connection frame 51 and the second beam column 12 are commonly inserted and limited by two insertion rods 54, the projection 541 of the insertion rod 54 close to the connection frame 51 is correspondingly inserted into the insertion groove 513, the projection 541 of the other insertion rod 54 is inserted and matched with the groove 542 of the insertion rod 54 close to the connection frame 51, and one side of the insertion rod 54 far away from the connection frame 51, which is far away from the connection frame 51, is abutted against the outer side of the second beam column 12.

Then, the operator screws the abutting bolt 53 until the abutting bolt 53 abuts against the second connecting beam 112, so as to pre-fix the second connecting beam 112, so that the operator can weld and fix the second connecting beam 112 and the second beam column 12 without manually fixing the second connecting beam 112 in the welding process, which is beneficial to reducing the difficulty of operation. The same connection is made between the other second connecting beam 112 and the other second beam column 12. After the welding operation for the two second connecting beams 112 is completed, the operator screws the abutting bolt 53 again, so that the abutting bolt 53 is far away from the second connecting beam 112, removes the inserting rod 54 from between the connecting frame body 51 and the second beam column 12, and slides and removes the connecting frame body 51 from the second beam column 12. The bottom side of the connecting frame 51 is provided with a notch 512, when the connecting frame 51 needs to be reused, the operator sleeves the connecting frame 51 on the second beam column 12, at this time, the notch 512 on the connecting frame 51 is inserted into the welded and fixed second beam body, and then the operator repeats the above actions to fix the second connecting beam 112 to be welded and fixed.

Referring to fig. 3 and 4, the operator then splices both ends of the first connection beam 111 with second connection beams 112 located at both ends of the first connection beam 111 in the length direction, respectively. The first connecting beam 111 and the second connecting beam 112 have the same structure, the first connecting beam 111 includes a vertical plate 1111 and two sealing plates 1112, the two sealing plates 1112 are respectively located at two ends of the vertical plate 1111, and the vertical plate 1111 and the sealing plates 1112 are vertically arranged, the vertical plate 1111 and the two sealing plates 1112 are integrally formed, and the longitudinal section of the first connecting beam 111 is i-shaped. Logical groove has all been seted up along thickness direction to riser 1111 of first tie-beam 111 and second tie-beam 112, and leads to groove and link up riser 1111 one end terminal surface. The through grooves in the vertical plates 1111 of the first connecting beam 111 and the second connecting beam 112 are close to each other to form a splicing groove 113, the cross section of the splicing groove 113 is arc-shaped, a splicing plate 114 is inserted in the splicing groove 513, and the splicing plate 114 abuts against the inner wall of the splicing groove 513 along the two sides of the width, so that the first connecting beam 111 and the second connecting beam 112 are limited.

Referring to fig. 3 and 4, the opposite sides of the first connecting beam 111 and the second connecting beam 112 are provided with inclined surfaces which incline downwards and towards the direction away from the first connecting beam and the second connecting beam, an over-weld 115 is formed between the opposite sides of the first connecting beam 111 and the second connecting beam 112, the over-weld 115 is communicated with the splicing groove 113, and the over-weld 115 is filled and welded by using a welding flux. During welding, the plug board 114 below the welding line 115 can receive the welding flux, the possibility of potential safety hazards caused by falling of the welding flux is reduced, and after welding is completed, an operator pulls out the plug board 114 from the splicing groove 113. The joint between the second frame beam 11 and the second beam column 12 is a rigid joint 14.

Referring to fig. 1, the inner frame 2 includes a plurality of vertically arranged first beam columns 22 and a plurality of horizontally arranged first frame beams 21, in this embodiment, there are four first beam columns 22, four first beam columns 22 are vertically arranged at the inner ring of the outer frame 1, and the four first beam columns 22 enclose a frame with a square cross section, and the central lines of the four first beam columns 22 coincide with the central lines of the twelve second beam columns 12. First frame beams 21 are arranged between two adjacent first beam columns 22 and between the adjacent first beam columns 22 and the second beam columns 12.

Referring to fig. 1 and 5, one end of the first frame beam 21 facing the first beam column 22 is abutted to the outer side of the first beam column 22, two first connecting plates 23 are welded on one side of the first beam column 22 facing the first frame beam 21, the two first connecting plates 23 are respectively attached to two sides of the first frame beam 21, bolts are commonly arranged on the two first connecting plates 23 and the first frame beam 21 in a penetrating manner, one end of each bolt is in threaded connection with a nut, the nut is abutted to one side of the first connecting plate 23 deviating from the first frame beam 21, and therefore the first frame beam 21 and the first beam column 22 are fixedly connected. The connection mode between the first frame beam 21 and the second beam column 12 is the same as the connection mode between the first frame beam 21 and the first beam column 22, and the joints between the first frame beam 21 and the first beam column 22 and the second beam column 12 are both provided with hinge joints 24.

Referring to fig. 1 and 6, the outer frame 1 is provided with a shock absorption support assembly, the shock absorption support assembly includes a metal energy dissipater 4, and two ends of the metal energy dissipater 4 are respectively connected and fixed with the first connecting beam 111 and the second beam column 12. In this embodiment the frames of the middle piece of the four sides of the outer frame 1 are each provided with two metal energy dissipaters 4, which metal energy dissipaters 4 are simultaneously located between a first connecting beam 111 and two adjacent second beam columns 12. One end of each of the two groups of metal energy dissipaters 4 is fixedly connected with a middle pivot of the first connecting beam 111, the distance between the two groups of metal energy dissipaters 4 increases progressively towards the direction far away from the first connecting beam 111, and one end of each of the two groups of metal energy dissipaters 4 far away from the first connecting beam 111 is fixedly connected with the two adjacent second beam columns 12 respectively. The arrangement of the metal energy dissipater 4 is beneficial to supporting the outer frame 1, and when the outer frame 1 and the inner frame 2 move laterally, the metal energy dissipater 4 can play a role in resisting lateral movement to the outer frame 1 and the inner frame 2, so that the shock absorption and stability enhancement effects on the whole structure are facilitated.

Referring to fig. 1, the first and second frame rails 21 and 11 are located at the same level, the floor 3 is simultaneously laid on top of the first and second frame rails 21 and 11, and the top plate is connected and fixed to the first and second frame rails 21 and 11 by a plurality of screws 31. The floor slab 3 can transmit the force in the horizontal direction in a coordinated manner, in the integral structure, the vertical bearing capacity and the horizontal lateral resistance are separated and respectively borne by different members, and the redundant bearing capacity is released, so that the purposes of shortening the construction period and saving the cost are achieved, and the popularization of the steel structure building is facilitated.

Referring to fig. 1, in an actual construction process, a load-bearing anti-side separation mechanism system may be constructed in multiple layers in a vertical direction, and an outer frame 1 and an inner frame 2 located at an upper layer are fixed above an outer frame 1 and an inner frame 2 located at a lower side.

The implementation principle of the bearing side separation resisting mechanism system in the embodiment of the application is as follows: referring to fig. 6 and 4, when supporting, the first beam column 22 and the second beam column 12 mainly bear vertical bearing capacity, the first frame beam 21 and the second frame beam 11 mainly bear horizontal bearing capacity, and the metal energy dissipater 4 mainly plays a role in resisting side, and the whole structure has the effects of resisting side and absorbing shock.

The present embodiment is only for explaining the present application, and it is not limited to the present application, and those skilled in the art can make modifications of the present embodiment without inventive contribution as needed after reading the present specification, but all of them are protected by patent law within the scope of the claims of the present application.

Claims

1. A bearing side separation resisting mechanism system is characterized in that: including outer frame (1), inner frame (2) and floor (3), inner frame (2) set up in the inner circle of outer frame (1), first frame roof beam (21) that inner frame (2) set up including a plurality of levels and first beam column (22) of a plurality of vertical settings, the both ends of first frame roof beam (21) are connected with two adjacent first beam columns (22) are articulated respectively, wherein are close to the one end and the outer frame (1) of the first frame roof beam (21) of outer frame (1) are articulated to be connected, and the other end is articulated to be connected with first beam column (22), be equipped with shock attenuation supporting component on outer frame (1), floor (3) are laid outer frame (1) and inner frame (2) jointly and are located same level's position.

2. A load bearing side separation resisting mechanism system as claimed in claim 1, wherein: the both ends of first frame roof beam (21) all are equipped with first connecting plate (23), just the both sides of first frame roof beam (21) all are equipped with first connecting plate (23), first connecting plate (23) are towards the one end and the first beam column (22) welded fastening of first beam column (22), two wear to be equipped with the bolt jointly on first connecting plate (23) and first frame roof beam (21), just the one end threaded connection of bolt has the nut, the nut deviates from one side counterbalance of first frame roof beam (21) with first connecting plate (23).

3. A load bearing side separation resisting mechanism system as claimed in claim 2, wherein: the outer frame (1) comprises a plurality of horizontally arranged second frame beams (11) and a plurality of vertically arranged second beam columns (12), two ends of each second frame beam (11) are respectively connected with two adjacent second beam columns (12), each second frame beam (11) comprises a first connecting beam (111) and two second connecting beams (112), the two second connecting beams (112) are respectively located at two ends of the corresponding first connecting beam (111), one end, away from the corresponding first connecting beam (111), of each second connecting beam (112) is welded and fixed with the corresponding second beam column (12), one end, away from the corresponding second beam column (12), of each second connecting beam (112) is aligned with the corresponding first connecting beam (111), two second connecting plates (13) are arranged between the corresponding second connecting beams (112) and the corresponding first connecting beams (111), and the two second connecting plates (13) are respectively located at two sides of the corresponding first connecting beams (111), the second connecting plates (13) are attached to one sides of the second connecting beam (112) and the first connecting beam (111) together, the two second connecting plates (13) are connected with the first connecting beam (111) through bolts and nuts, and meanwhile the two second connecting plates (13) are also connected with the second connecting beam (112) through bolts and nuts.

4. A load bearing side separation resisting mechanism system as claimed in claim 3, wherein: the structure of the first connecting beam (111) is the same as that of the second connecting beam (112), the first connecting beam (111) comprises a vertical plate (1111) and two sealing plates (1112), the two sealing plates (1112) are respectively positioned at two ends of the vertical plate (1111), the vertical plate (1111) and the sealing plates (1112) are vertically arranged, through grooves are formed in the vertical plates (1111) of the first connecting beam (111) and the second connecting beam (112) along the thickness direction and penetrate through the end face of one end of the vertical plate (1111), the through grooves in the vertical plates (1111) of the first connecting beam (111) and the second connecting beam (112) are close to each other to form a splicing groove (113), a splicing plate (114) is inserted in the splicing groove (113), inclined faces which incline downwards and towards the direction far away from the inclined faces are arranged at the opposite sides of the first connecting beam (111) and the second connecting beam (112), and a welding seam (115) is formed between the opposite sides of the first connecting beam (111) and the second connecting beam (112), the overseam (115) is welded by flux fill.

5. A load bearing anti-side separation mechanism system according to claim 3 or 4, wherein: the shock absorption support component comprises a metal energy dissipater (4), and two ends of the metal energy dissipater (4) are respectively connected and fixed with the first connecting beam (111) and the second beam column (12).

6. A load bearing side separation resisting mechanism system as claimed in claim 5, wherein: two groups of metal energy dissipaters (4) are arranged between the first connecting beam (111) and two adjacent second beam columns (12), one ends of the two groups of metal energy dissipaters (4) are fixedly connected with a middle supporting point of the first connecting beam (111), the distance between the two groups of metal energy dissipaters (4) increases progressively towards the direction far away from the first connecting beam (111), and one ends of the two groups of metal energy dissipaters (4) far away from the first connecting beam (111) are fixedly connected with the two second beam columns (12) respectively.

7. A load bearing side separation resisting mechanism system as claimed in claim 6, wherein: the floor (3) is tiled on a first frame beam (21) and a second frame beam (11) which are located at the same height position, and the floor (3) is simultaneously fixed on the first frame beam (21) and the second frame beam (11) by a plurality of screws (31).

8. A load bearing side separation resisting mechanism system as claimed in claim 7, wherein: be equipped with interim fixed subassembly (5) on second beam column (12), interim fixed subassembly (5) is including connecting framework (51) and two connecting rods (52), open end (511) have been seted up to one side of connecting framework (51), it establishes on second beam column (12) and slides with second beam column (12) and is connected the cooperation to connect framework (51), be equipped with on connecting framework (51) and be used for carrying out spacing locating part, two to connecting rod (52) fixed connection respectively is close to the both ends of open end (511) at connecting framework (51), two equal threaded connection has conflict bolt (53) on connecting rod (52), just connecting rod (52) are worn to establish in conflict bolt (53).

9. A load bearing side separation resisting mechanism system as claimed in claim 8, wherein: the locating part includes plug rod (54), one side of plug rod (54) has set firmly lug (541) along vertical direction, plug slot (513) have been seted up to the inboard of connecting framework (51), plug slot (513) set up along vertical direction through connection framework (51), one plug rod (54) are pegged graft between connecting framework (51) and second beam column (12), just lug (541) and plug slot (513) are pegged graft the cooperation, one side that plug rod (54) deviate from and connect framework (51) is inconsistent with one side of second beam column (12).

10. A load bearing side separation resisting mechanism system as claimed in claim 9, wherein: one side of the insertion rod (54) departing from the projection (541) is provided with a groove (542), and the groove (542) penetrates through the insertion rod (54) in the vertical direction.