CN209163410U - A kind of interim bearing frame of the steel construction of construction - Google Patents

Abstract

The utility model discloses a kind of interim bearing frames of the steel construction of construction, including several outer vertical rods and several interior upright bars, the bottom end of outer vertical rod and interior upright bar is connected with firm chassis jointly, middle layer carrier is provided between outer vertical rod and interior upright bar, the top of outer vertical rod and interior upright bar is provided with top layer carrier, skewed horizontal load bar is connected between middle layer carrier and top layer carrier, scissors support frame is connected between the leftmost side and the outer vertical rod of the rightmost side, tilting force column is connected on the outside of top layer carrier, the bottom end of tilting force column is connected with balance bottom frame, the utility model on entire mounting rack by being arranged several skewed horizontal load bars and scissors support frame, utilize the structural strength of the principle enhancing frame of stable triangular, tilting force column and balance bottom frame greatly strengthen the stabilization of frame, and sell intersection snapping into formula Part greatly strengthens the intensity between two cross links, and the load-carrying for increasing frame stability and frame is withstood forces.

Description

A kind of interim bearing frame of the steel construction of construction

Technical field

The present invention relates to building implement technical field, specially a kind of interim bearing frame of the steel construction of construction.

Background technique

With the quickening of urbanization process, urban construction also obtains unprecedented opportunity to develop.In order to avoid need not The waste wanted largely uses various temporary facilities in urbanization process, needless to say the scaffold bearing in construction is schemed, There are also stadium temporary grandstand figure, large screen bearing support, interim overpass figure, cable bridge, interim dances for common temporary facility Platform, interim light sound rack figure etc..In temporary facility used, the most frequently used supporting structure is exactly that assembled is interim Frame body.This frame body set up it is flexible, safe and reliable, small, easy for installation by place limitation, be readily disassembled, be reusable, than The interim steel frame body being welded can more protect environment, save capital, more economical practical, meet " the building of country's proposition Conservation-minded society ", " people-oriented " thought, its large-scale popularization obtained unit in charge of construction and using unit approval.Assembly The component very simple of the interim frame body of formula, only cross bar, upright bar, brace and the node for connecting each rod piece.Because of structure The quality of component is slim and graceful, and the difference of various rod piece installation sites and spacing is likely to generate structural behaviour different influences. The semi-rigid feature of cross bar Yu upright bar connecting node is determined by test, but designer is in the design interim frame body of assembled Shi Tongchang considers this node according to hinged that the accuracy and safety size of this simplified method need to be analyzed composition assembled There are many component type of interim frame body, but the connection between component for convenience, accelerate construction progress, general, cross bar with Special connector is welded in upright bar, this connector is other than it can guarantee speed of application, in secure context, than bowl buckle, The connection types such as fastener are influenced to greatly reduce by human factor such as screw-down torque limitation, reduce the underproof probability of installation, The purpose that stable frame structure realizes load-bearing is formed by the connection between component.Disc type carrier and bolt-type carrier It is domestic two kinds of different components for being commonly used as the interim frame body of assembled.

For example, application No. is 201711126011.4, suspended load device is repaired on a kind of entitled bridge side for building Patent of invention.

Suspended load device is repaired on the bridge side for building of invention production, and a kind of use is more convenient, is carried out by both sides Balance, to guarantee the safety of operator outside bridge, be convenient for it is appropriate move horizontally so that work is convenient, mitigation is being moved The labor intensity of employee during dynamic, overall movement and eaily device.

But the interim bearing frame of existing construction still has following defect:

The interim bearing frame of existing construction, bearing capacity substantially meet present workmanship demand, still, laterally Bearing capacity and longitudinal load-bearing ability are all insufficient, and when the tool that operating personnel is more or uses is more, there may be safety for frame Hidden danger, and there may be different degrees of bendings after the connecting rod long-time use of frame, greatly reduce the practical longevity of frame Life.

Summary of the invention

In order to overcome the shortcomings of that prior art, the present invention provide a kind of interim bearing frame of steel construction of construction Frame can effectively solve the problem of background technique proposes.

The technical solution adopted by the present invention to solve the technical problems is:

A kind of interim bearing frame of the steel construction of construction, including several outer vertical rods and several interior upright bars, it is described outer The bottom end of upright bar and the interior upright bar is connected with firm chassis jointly, and middle layer carrier is provided between outer vertical rod and interior upright bar, The top of outer vertical rod and interior upright bar is provided with top layer carrier, is connected between the middle layer carrier and the top layer carrier It is connected with scissors support frame between the outer vertical rod of skewed horizontal load bar, the leftmost side and the rightmost side, connects on the outside of the top layer carrier It is connected to the tilting force column with ground at the unspecified angle between 45-70 degree angle, the bottom end of the tilting force column is connected with flat Weigh bottom frame, is provided with climbing ladder between the two adjacent outer vertical rods of left end.

Further, the auxiliary upright bar that height is lower than outer vertical rod is provided on the outside of the outer vertical rod.

Further, the middle layer carrier includes several middle layer collet bars, and the outer end of the middle layer collet bar is connected with Frame bar outside middle layer, the inner end of the middle layer collet bar are connected with frame bar in middle layer, frame bar and the middle layer inside casing outside the middle layer Middle layer loading plate is provided between bar.

Further, the top layer carrier includes several top layer collet bars, and the outer end of the top layer collet bar is connected with The outer frame bar of top layer, the inner end of the top layer collet bar are connected with frame bar in top layer, the outer frame bar of the top layer and the top layer inside casing It is provided with top layer loading plate between bar, is provided with safety barrier above the top layer loading plate.

Further, the junction of the outer vertical rod and the middle layer collet bar, which is provided with, intersects fastener, the intersection Fastener includes vertical fastener frame, and the side of the vertical fastener frame is connected with horizontal fastener frame, is set in the vertical fastener frame It is equipped with vertical upright bar fastening holes, horizontal cross bar fastening holes, the vertical fastener frame and level are provided in the horizontal fastener frame Binding part is provided in fastener frame.

Further, the vertical upright bar fastening holes includes round hole cell wall, is uniformly connected on the inner wall of the hole cell wall There are four firm bolts.

Further, the firm bolt includes the wide head of bolt, and the lower end of the wide head of bolt is connected with narrow sword plug, institute State the lateral lever that the wide head front surface of bolt is provided perpendicular on the wide head of bolt.

Further, the outer vertical rod includes column inner wall, and upright bar transverse groove, the upright bar are provided in the outer vertical rod It is provided with support limit stop in transverse groove, the surface of the column inner wall is uniformly arranged that there are four trapezoidal embedded grooves.

Further, the bottom end of the tilting force column and the junction of balance bottom frame are provided with and are welded fixed tray, institute State balance two of bottom frame it is diagonal between be provided with the firm bottom bar of intersection, it is wide that the bottom end of the outer vertical rod is connected with chassis jointly Plate.

Further, it is provided between the outer frame bar of the outer frame bar of the top layer and middle layer and corrects work shape part, the correction work shape Part includes two workpiece upright bars, is provided with work piece vertically rod straightening thick stick between two workpiece upright bars.

Compared with prior art, the beneficial effects of the present invention are:

The present invention utilizes stable triangular by the way that several skewed horizontal load bars and scissors support frame are arranged on entire mounting rack Principle enhancing frame structural strength.It is additionally provided with tilting force column and balance bottom frame greatly strengthens the steady of frame It is fixed, and the intersection fastener for selling formula greatly strengthens the intensity between two cross links, increases the same of frame stability When, improve the load-carrying endurance of frame.The middle layer carrier of multilayer also substantially increases the manned loading of interim bearing frame Amount guarantees to be layered in architectural process and build, and multilayer construction is mutually indepedent, greatly improves operating efficiency.Utilize correction work shape part Setting, effectively corrected the distortion between different layers loading plate, and can find to be bent excessive connecting rod in time, mentioned significantly The high safety of frame entirety, solves the interim bearing frame of existing construction, bearing capacity substantially meets existing Workmanship demand, still, bearing capacity and longitudinal load-bearing ability are all insufficient, when the tool that operating personnel is more or uses compared with Frame the problem of there may be security risks when more.

Detailed description of the invention

Fig. 1 is overall structure of the present invention；

Fig. 2 is the attachment structure schematic diagram of intersection fastener of the invention；

Fig. 3 is the schematic perspective view of intersection fastener of the invention；

Fig. 4 is the overlooking structure diagram of vertical upright bar fastening holes of the invention；

Fig. 5 is firm bolt schematic perspective view of the invention；

Fig. 6 is firm bolt side structure schematic view of the invention；

Fig. 7 is outer vertical rod front cross-sectional structural schematic diagram of the invention；

Fig. 8 is outer vertical rod overlooking structure diagram of the invention.

Figure label:

1- outer vertical rod；Upright bar in 2-；The middle layer 3- carrier；4- top layer carrier；5- climbs ladder；6- intersects fastener； 7- skewed horizontal load bar；8- scissors support frame；The tilting force column of 9-；10- balances bottom frame；11- consolidates chassis；12- corrects work shape part；

101- assists upright bar；102- upright bar transverse groove；103- support limit stop；The trapezoidal embedded groove of 104-；105- column inner wall；

The middle layer 301- collet bar；The middle layer 302- loading plate；Frame bar outside the middle layer 303-；Frame bar in the middle layer 304-；

401- top layer collet bar；402- top layer loading plate；The outer frame bar of 403- top layer；Frame bar in 404- top layer；405- safety Guardrail；

The vertical fastener frame of 601-；The horizontal fastener frame of 602-；The vertical upright bar fastening holes of 603-；604- horizontal cross bar fastening holes； 605- binding part；

901- is welded fixed tray；

1001- intersects firm bottom bar；

1101- chassis wide plate；

1201- workpiece upright bar；1202- work piece vertically rod straightening thick stick；

The hole 6031- cell wall；6032- consolidates bolt；

The wide head of 60321- bolt；The narrow sword plug of 60322-；60323- transverse direction lever.

Specific embodiment

Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other Embodiment shall fall within the protection scope of the present invention.

Embodiment

As shown in Figures 1 to 8, the present invention provides a kind of interim bearing frames of the steel construction of construction, if including The bottom end of dry outer vertical rod 1 and several interior upright bars 2, outer vertical rod 1 and interior upright bar 2 is connected with firm chassis 11 jointly, outer vertical rod 1 with it is interior Middle layer carrier 3 is provided between upright bar 2, outer vertical rod 1 and the top of interior upright bar 2 are provided with top layer carrier 4, middle layer carrier It is connected with skewed horizontal load bar 7 between 3 and top layer carrier 4, scissors support is connected between the leftmost side and the outer vertical rod 1 of the rightmost side Frame 8, the outside of top layer carrier 4 is connected with the tilting force column 9 with ground at the unspecified angle between 45-70 degree angle, tilting The bottom end of force column 9 is connected with balance bottom frame 10, is provided between the two adjacent outer vertical rods 1 of left end and climbs ladder 5.

A specific embodiment of the invention and principle are, first by the interim bearing frame assembly success of entire steel construction Afterwards, whole device is placed in needs building wall to be used, the occasions such as bridge floor, so that tilting force column 9 is facing towards outer end, Tilting force column 9 to facing towards building one end.Interim bearing frame of the invention is not only resistant to the pressure with level vertically, And it is safe and reliable, the service life is long, can be used for a long time.

The effect of outer vertical rod 1 and several interior upright bars 2 is used to support the interim bearing frame of entire steel construction, plays support and holds up Effect, the effect of middle layer carrier 3 can be used for carrying middle layer construction construction personnel or utensil, top layer carrier 4 can use In the construction personnel and the corresponding utensil of storage of carrying top layer construction.Personnel climb up entire bearing frame and need by climbing ladder 5, it can both stop at carrier 3 in middle level or rest at top layer carrier 4.Any two cross bar connects it with vertical pole Between require to connect by intersecting fastener 6, to guarantee the fastness that entirely connects.In order to enhance the stability of carrier, tiltedly The stability that two three-legged structures greatly strengthen carrier is formed to support rod 7.In order to guarantee that entire interim bearing frame is steady It is fixed, avoid rectangular frame from tilting, scissors support frame 8 forms specific tripod structure and guarantees frame stability, avoids skew.If it is Auxiliary construction, building may apply cross force to interim bearing frame, may result in frame and be inclined outwardly, or even collapse It collapses, tilting force column 9 effectively provides horizontal supporting force, and angle initialization substantially reduces the ground that tilting force column 9 occupies Domain area, the setting of balance bottom frame 10 further guarantees the balance and stability of general frame, while providing for tilting force column 9 Supporting point.The setting of firm chassis 11 considerably increases frame base area, guarantees the steady of frame.

As shown in Figure 1, the outside of outer vertical rod 1 is provided with the auxiliary upright bar 101 that height is lower than outer vertical rod 1 in the present invention.

Increase auxiliary upright bar 101, short using its length, center of gravity is low to be easily installed, and has the directly effect of certain mark, is kept away Exempt from column bottom and begins to skew.

As shown in Figure 1, the middle layer carrier 3 in the present invention includes several middle layer collet bars 301, middle layer collet bar 301 Outer end is connected with frame bar 303 outside middle layer, and the inner end of middle layer collet bar 301 is connected with frame bar 304 in middle layer, frame bar 303 outside middle layer With middle layer loading plate 302 is provided in middle layer between frame bar 304.

Middle layer carrier 3 is built for building middle layer, and the middle layer carrier 3 in the present invention is not only one layer.It is attached One layer is only drawn in figure to refer to, the actual number of plies will be with building high fit itself.Middle layer carrier 3 can be used to difference Rise buildings are built or interim storing tools.

As shown in Figure 1, top layer carrier 4 includes several top layer collet bars 401 in the present invention, top layer collet bar 401 it is outer End is connected with the outer frame bar 403 of top layer, and the inner end of top layer collet bar 401 is connected with frame bar 404 in top layer, the outer frame bar 403 of top layer with Top layer loading plate 402 is provided in top layer between frame bar 404, the top of top layer loading plate 402 is provided with safety barrier 405.

The generally construction of top layer carrier 4 is used for top layer operation in the top of building.Safety barrier 405 can be protected effectively Protect the safety of operating personnel.Either middle layer loading plate 302 or top layer loading plate 402, which all have, bears operating personnel or storage The effect of tool.Entire interim bearing frame is made with sheet metal, and main purpose is not only manned loading, and can also be effective Support building lateral stressed, load building initial stage building provides certain supporting role when unstable.

As shown in Figure 1, the bottom end of tilting force column 9 and the junction of balance bottom frame 10 are provided with and are welded fixation in the present invention Pallet 901, balance two of bottom frame 10 it is diagonal between be provided with the firm bottom bar 1001 of intersection, the bottom end of outer vertical rod 1 connects jointly There is chassis wide plate 1101.

Tilting force column 9 mainly provides horizontal supporting force, and the balance bottom frame 10 of bottom surface increases the bottom of entire temporary frame work Area ensure that the stabilization of frame.The intersection being arranged between two of balance bottom frame 10 are diagonal consolidates bottom bar 1001, effectively keeps away Exempt from balance bottom frame 10 and skew occurs.

Work shape part 12 is corrected as shown in Fig. 2, being provided between the outer frame bar 303 of the outer frame bar 403 of top layer and middle layer in the present invention, Correcting work shape part 12 includes two workpiece upright bars 1201, is provided with work piece vertically rod straightening thick stick between two workpiece upright bars 1201 1202。

Work shape part 12 is corrected between frame bar 303, which can not only provide two outside frame bar 403 outside middle top layer and middle layer Support force between person and it is capable of providing pulling force between the two.Work piece vertically rod straightening thick stick 1202 has observation workpiece upright bar The effect of 1201 bending degree.Eccentric mark-red-label is provided on work piece vertically rod straightening thick stick 1202, when the label deviates journey When spending big, people are very easy to find and adjust in time.

As shown in figure 3, the junction of outer vertical rod 1 and middle layer collet bar 301 is provided with and intersects fastener 6 in the present invention, hand over Pitching fastener 6 includes vertical fastener frame 601, and the side of vertical fastener frame 601 is connected with horizontal fastener frame 602, vertical fastener frame It is provided with vertical upright bar fastening holes 603 on 601, horizontal cross bar fastening holes 604, vertical fastener are provided in horizontal fastener frame 602 Binding part 605 is provided in frame 601 and horizontal fastener frame 602.

It needs to use between the cross bar and vertical bar of two interconnections and intersects fastener 6, intersect vertical vertical on fastener 6 Bar fastening holes 603 installs vertical upright bar, and horizontal cross bar fastening holes 604 installs horizontal cross bar, the vertical fastener frame 601 in the present invention Angle and on-fixed right angle between horizontal fastener frame 602 are connect.Different angle connection can be manufactured according to factory needing Workpiece.Certainly it in the prior art there is also the fastener that can freely adjust the angle, does not introduce excessively, the present invention is with the workpiece of an angle of 90 degrees It explains.

As shown in figure 4, in the present invention vertical upright bar fastening holes 603 include round hole cell wall 6031, hole cell wall 6031 it is interior Uniformly there are four firm bolts 6032 for connection on wall.

Vertical upright bar fastening holes 603 needs to fasten the column of vertical direction, it is known that the column needs of vertical direction are held By great vertical pressure, if a ring, which goes wrong, is likely to safety accident occur.So the set of abandoning tradition of the present invention Formula installation is connect, formula installation is entered using pin, substantially reduces the hidden danger of safety accident.Fastening process and its principle are situated between unified below It continues.

As shown in Figure 5 and Figure 6, it includes the wide head 60321 of bolt that bolt 6032 is consolidated in the present invention, the wide head 60321 of bolt Lower end is connected with narrow sword plug 60322, and the transverse direction of wide 60321 front surface of head of bolt is provided perpendicular on the wide head 60321 of bolt Lever 60323.

As illustrated in figs. 7 and 8, outer vertical rod 1 includes column inner wall 105 in the present invention, and upright bar transverse direction is provided in outer vertical rod 1 Slot 102, is provided with support limit stop 103 in upright bar transverse groove 102, and the surface of column inner wall 105 is uniformly arranged that there are four trapezoidal embedding Enter slot 104.

The installation into formula is entirely sold, is the snapping between fastener and column, four be arranged on the inner wall of column first are right Claim trapezoidal embedded groove 104, the lesser bottom surface of dovetail groove is in lower end, and biggish bottom is in upper end.Four symmetric trapezium embedded grooves 104 divide The four firm bolts 6032 uniformly connected on the inner wall of other corresponding aperture cell wall 6031.Because the structure of firm bolt 6032 is, The wide head 60321 of bolt and narrow sword plug 60322, narrow sword plug 60322 agree with the handle of dovetail groove, the wide head 60321 of bolt under It is upper avoid pin enter it is too deep cause, if things go on like this column is caused to rupture.And it is set on support limit stop 103 and the wide head 60321 of bolt It is too deep that the lateral lever 60323 perpendicular to wide 60321 front surface of head of bolt set can effectively avoid pin from entering, and not only disassembly is tired Difficulty, and it is likely to occur safety accident.

The process for using for entirely selling the installation into formula is, according to requiring set to connect horizontal cross bar and vertical upright bar, to pacify After installing, because of pressure of the bearing frame by vertical direction, the firm meeting of bolt 6032 stress is inserted into trapezoidal embedded groove 104 Interior, due to the two trapezium structure, stress is bigger, and insertion is deeper, and 104 bottom end of trapezoidal embedded groove can be more expanding to form installation Secured phenomenon.This structure greatly strengthens bearing frame stress-bearing capability.

The advantage of the invention is that several skewed horizontal load bars and scissors support frame are arranged on entire mounting rack, triangle is utilized The structural strength of the principle enhancing frame of stability.It is additionally provided with tilting force column and balance bottom frame greatly strengthens frame Stabilization, and the intersection fastener for selling formula greatly strengthens the intensity between two cross links, increases frame stability While, improve the load-carrying endurance of frame.The middle layer carrier of multilayer also substantially increases the manned of interim bearing frame Matter-loading amount guarantees to be layered in architectural process and build, and multilayer construction is mutually indepedent, greatly improves operating efficiency.Utilize correction work The setting of shape part has effectively corrected the distortion between different layers loading plate, and can find to be bent excessive connecting rod in time, greatly The safety for improving frame entirety greatly, solves the interim bearing frame of existing construction, bearing capacity is substantially full The present workmanship demand of foot, still, bearing capacity and longitudinal load-bearing ability are all insufficient, when the work that operating personnel is more or uses Frame the problem of there may be security risks when having more.

It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms, therefore, no matter From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.

Claims (10)

1. a kind of interim bearing frame of the steel construction of construction, it is characterised in that: including several outer vertical rods (1) with it is several interior The bottom end of upright bar (2), the outer vertical rod (1) and the interior upright bar (2) is connected with firm chassis (11) jointly, outer vertical rod (1) with It is provided with middle layer carrier (3) between interior upright bar (2), the top of outer vertical rod (1) and interior upright bar (2) is provided with top layer carrier (4), be connected with skewed horizontal load bar (7) between the middle layer carrier (3) and the top layer carrier (4), the leftmost side with it is most right It is connected with scissors support frame (8) between the outer vertical rod (1) of side, is connected with ground on the outside of the top layer carrier (4) into 45- The bottom end of the tilting force column (9) of unspecified angle between 70 degree of angles, the tilting force column (9) is connected with balance bottom frame (10), it is provided between the two adjacent outer vertical rods of left end (1) and climbs ladder (5).

2. a kind of interim bearing frame of steel construction of construction according to claim 1, it is characterised in that: described outer The auxiliary upright bar (101) that height is lower than outer vertical rod (1) is provided on the outside of upright bar (1).

3. a kind of interim bearing frame of steel construction of construction according to claim 1, it is characterised in that: in described Layer carrier (3) includes several middle layer collet bars (301), and the outer end of the middle layer collet bar (301) is connected with frame bar outside middle layer (303), the inner end of the middle layer collet bar (301) is connected with frame bar in middle layer (304), frame bar (303) and institute outside the middle layer It states and is provided with middle layer loading plate (302) between frame bar in middle layer (304).

4. a kind of interim bearing frame of steel construction of construction according to claim 1, it is characterised in that: the top Layer carrier (4) includes several top layer collet bars (401), and the outer end of the top layer collet bar (401) is connected with the outer frame bar of top layer (403), the inner end of the top layer collet bar (401) is connected with frame bar in top layer (404), the outer frame bar (403) of the top layer and institute It states and is provided between frame bar in top layer (404) top layer loading plate (402), be provided with peace above the top layer loading plate (402) Full guardrail (405).

5. a kind of interim bearing frame of steel construction of construction according to claim 3, it is characterised in that: described outer The junction of upright bar (1) and the middle layer collet bar (301), which is provided with, to intersect fastener (6), and the intersection fastener (6) includes Vertical fastener frame (601), the side of the vertical fastener frame (601) are connected with horizontal fastener frame (602), the vertical fastener frame (601) it is provided with vertical upright bar fastening holes (603) on, is provided with horizontal cross bar fastening holes on the horizontal fastener frame (602) (604), binding part (605) are provided on the vertical fastener frame (601) and horizontal fastener frame (602).

6. a kind of interim bearing frame of steel construction of construction according to claim 5, it is characterised in that: described perpendicular Up-and-down rod fastening holes (603) includes round hole cell wall (6031), on the inner wall of the hole cell wall (6031) uniformly connection there are four Firm bolt (6032).

7. a kind of interim bearing frame of steel construction of construction according to claim 6, it is characterised in that: described steady Gu bolt (6032) includes the wide head of bolt (60321), the lower end of the wide head of bolt (60321) is connected with narrow sword plug (60322), the lateral lever of the wide head of bolt (60321) front surface is provided perpendicular on the wide head of the bolt (60321) (60323).

8. a kind of interim bearing frame of steel construction of construction according to claim 1, it is characterised in that: described outer Upright bar (1) includes column inner wall (105), is provided with upright bar transverse groove (102) on the outer vertical rod (1), the upright bar transverse groove (102) it is provided with support limit stop (103) in, the surface of the column inner wall (105) is uniformly arranged there are four trapezoidal embedded groove (104).

9. a kind of interim bearing frame of steel construction of construction according to claim 1, it is characterised in that: described oblique The junction of the bottom end and balance bottom frame (10) of setting force column (9), which is provided with, to be welded fixed tray (901), the balance bottom frame (10) intersection is provided between two are diagonal and consolidates bottom bar (1001), and the bottom end of the outer vertical rod (1) is connected with chassis jointly Wide plate (1101).

10. a kind of interim bearing frame of steel construction of construction according to claim 4, it is characterised in that: described Correction work shape part (12), correction work shape part (12) packet are provided with outside the outer frame bar (403) of top layer and middle layer between frame bar (303) Two workpiece upright bars (1201) are included, are provided with work piece vertically rod straightening thick stick (1202) between two workpiece upright bars (1201).