CN209855223U - Climbing formwork frame bearing structure - Google Patents

Abstract

The utility model discloses a creeping formwork frame load structure, include and correspond with a plurality of guide rails: the machine position trusses are used as main bearing members of the template, each machine position truss is equivalent to a bearing main body and is directly communicated upwards from the top of the guide rail, the main load of the creeping formwork can be borne, the demoulding distance is increased, the main bearing truss directly bears the load on the machine position truss, and the pedestrian passage truss at the lower part of the framework can bear a certain load, but also is convenient for the pedestrian to pass through.

Description

Climbing formwork frame bearing structure

Technical Field

The utility model relates to a building field especially relates to a creeping formwork frame load structure.

Background

The creeping formwork is a high-rise building core tube construction safety protection platform, is used as equipment for carrying people and objects, and has certain potential safety hazard due to the fact that the weight of a carrying formwork is large and large deformation exists in the practical use process.

SUMMERY OF THE UTILITY MODEL

The to-be-solved technical problem of the utility model lies in, to the above-mentioned defect of prior art, a creeping formwork frame load structure is provided.

The utility model provides a technical scheme that its technical problem adopted is: a creeping formwork frame load-carrying structure is constructed, including corresponding with a plurality of guide rails arranged in proper order: the machine position truss structure comprises a plurality of machine position trusses, a plurality of main stress trusses and a plurality of pedestrian channel trusses, wherein the main stress trusses and the pedestrian channel trusses are respectively attached to the upper portion and the lower portion of a corresponding guide rail, the machine position trusses are located on the upper portion of the corresponding guide rail, each machine position truss extends upwards after being staggered outwards for a certain distance from the top of the corresponding guide rail, the machine position trusses are fixed on the tops of the corresponding main stress trusses and are stressed on the corresponding guide rails through the main stress trusses, and the inner sides of the machine position trusses are provided with template bearing points for bearing templates.

Optionally, the inner sides of the plurality of machine position trusses are provided with a plurality of layers of machine position truss inner side scaffold boards, the multilayer machine position truss inner side scaffold boards are arranged in sections which are inner sides of the plurality of machine position trusses and are not right opposite to the templates, the arrangement direction of the multilayer machine position truss inner side scaffold boards is consistent with the extension direction of the machine position trusses, each layer of the machine position truss inner side scaffold boards is perpendicular to the machine position trusses, each layer of the machine position truss inner side scaffold boards is fixed with the inner sides of the plurality of machine position trusses simultaneously, and a plurality of template bearing points are arranged on the inner sides of the machine position truss inner side scaffold boards on one layer of the machine position trusses.

Optionally, a plurality of layers of machine position truss outer-side scaffold plates are arranged on the outer sides of the plurality of machine position trusses, the arrangement direction of the multilayer machine position truss outer-side scaffold plates is consistent with the extension direction of the machine position trusses, each layer of machine position truss outer-side scaffold plate is perpendicular to the machine position trusses, and the inner sides of the machine position truss outer-side scaffold plates and the outer sides of the plurality of machine position trusses are fixed at the same time;

wherein, the position with the same height as the inner side scaffold plate of each layer of the machine position truss is provided with a corresponding layer of the outer side scaffold plate of the machine position truss, wherein the bottom of the scaffold plate at the inner side of the machine position truss of one layer and the bottom of the scaffold plate at the outer side of the corresponding machine position truss of one layer are provided with a plurality of creeping formwork slide rails, the arrangement direction of the plurality of creeping formwork slide rails is consistent with the arrangement direction of the plurality of machine position trusses, the extension direction of the creeping formwork slide rails is parallel to the width direction of the scaffold board at the inner side of the machine position trusses, each creeping formwork slide rail is simultaneously fixed with the bottom of the scaffold board at the inner side of the machine position trusses and the bottom of the corresponding scaffold board at the outer side of the machine position trusses, the first end of the creeping formwork slide rail extends out of the inner side of the scaffold board on the inner side of the machine position truss, and the first end is provided with a hanging device serving as the template bearing point, and the hanging device can slide along the creeping formwork slide rail.

Optionally, the hanging device comprises an inverted hoist.

Optionally, a layer of scaffold plate in the middle of the machine position truss is arranged at a position with the same height as the scaffold plate in the machine position truss between the inner sides and the outer sides of the plurality of machine position trusses and on each layer of scaffold plate in the middle of the machine position truss, the inner sides of the scaffold plate in the middle of the machine position truss and the outer sides of the plurality of machine position trusses are fixed simultaneously, and the outer sides of the scaffold plate in the middle of the machine position truss and the inner sides of the plurality of machine position trusses are fixed simultaneously on each layer of scaffold plate.

Optionally, a plurality of layers of main stress truss outer side scaffold plates are arranged on the outer sides of the plurality of main stress trusses, the arrangement direction of the plurality of layers of main stress truss outer side scaffold plates is consistent with the extension direction of the main stress trusses, each layer of machine position truss outer side scaffold plate is perpendicular to the main stress trusses, and the inner sides of the machine position truss outer side scaffold plates and the outer sides of the plurality of machine position trusses are fixed simultaneously.

Optionally, a layer of main force-bearing truss middle scaffold board is arranged between the inner sides and the outer sides of the main force-bearing trusses and at a position equal to the height of each layer of the main force-bearing truss outer scaffold board, the inner side of each layer of the main force-bearing truss middle scaffold board is fixed to the outer sides of the main force-bearing trusses at the same time, and the outer side of each layer of the main force-bearing truss middle scaffold board is fixed to the inner sides of the main force-bearing trusses at the same time.

Optionally, the inner sides of the plurality of machine position trusses, the outer sides of the plurality of machine position trusses, and the outer sides of the plurality of main stressed trusses are all provided with a triangular inclined strut, a first straight frame of the triangular inclined strut is fixed with the outer side of the main stressed truss or the inner side/outer side of the machine position truss, and a second straight frame supports the outer side scaffold board of the main stressed truss/the inner side scaffold board of the machine position truss/the outer side scaffold board of the machine position truss.

Optionally, the plurality of machine position trusses and the outer sides of the plurality of main stress trusses are further provided with a protective net, the end portion of a second straight frame of the triangular angle frame is further provided with a vertical short frame perpendicular to the second straight frame, and the protective net is fixed to the outer side of the outer scaffold board of the plurality of layers of machine position trusses, the outer side of the outer scaffold board of the plurality of layers of main stress trusses and the vertical short frame.

Optionally, a plurality of layers of pedestrian channel truss scaffold plates are arranged between the inner sides and the outer sides of the plurality of pedestrian channel trusses, the arrangement direction of the plurality of layers of pedestrian channel truss scaffold plates is consistent with the extending direction of the pedestrian channel trusses, each layer of the plurality of layers of pedestrian channel truss scaffold plates is perpendicular to the pedestrian channel trusses, each layer of the plurality of layers of the inner sides of the plurality of layers of pedestrian channel truss scaffold plates is fixed with the outer sides of the plurality of layers of pedestrian channel trusses simultaneously, and each layer of the plurality of layers of the outer sides of the plurality of layers of pedestrian channel truss scaffold plates is fixed with the inner sides of the plurality of layers of pedestrian channel trusses simultaneously.

The utility model discloses a creeping formwork frame load structure has following beneficial effect: the utility model discloses in main load component of a plurality of machine position trusses as the template, a plurality of machine position trusses set up on the upper portion of a plurality of guide rails that correspond, each machine position truss upwards extends after staggering the certain distance outwards from the top of the guide rail that corresponds, just machine position truss is fixed in corresponding main atress truss top and pass through main atress truss top is exerting oneself on corresponding on the guide rail, main atress truss directly bears the load on the machine position truss, the inboard of machine position truss is provided with the template load point that is used for accepting the template, so each machine position truss is equivalent to a atress trunk and leads directly upwards from the guide rail top, can bear the main load of climbing formwork, and a plurality of machine position trusses share the deformation that can avoid the atress overweight to lead to jointly, make the demolding distance increase simultaneously; in addition, the frame bearing structure and the pedestrian passage truss at the lower part can bear certain load and facilitate the passage of pedestrians, the main stressed truss at the upper part directly bears all the load of the load on the machine position truss, and meanwhile, the artificial passage at the side surface is more spacious.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings needed to be used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the provided drawings without creative efforts:

FIG. 1 is a schematic view of a climbing formwork frame bearing structure of the present invention;

FIG. 2 is a partial enlarged view of the force-bearing structure of the creeping formwork frame of the present invention;

fig. 3 is a second partial enlarged view of the force-bearing structure of the creeping formwork frame of the present invention.

Detailed Description

In order to facilitate understanding of the present invention, the present invention will be described more fully hereinafter with reference to the accompanying drawings. Exemplary embodiments of the present invention are shown in the drawings. The invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. Rather, these embodiments are provided so that this disclosure will be thorough and complete. It should be understood that the embodiments and specific features in the embodiments of the present invention are described in detail in the present application, but not limited to the present application, and the technical features in the embodiments and specific features in the embodiments of the present invention can be combined with each other without conflict.

It will be understood that when an element is referred to as being "secured to" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only.

The terms including ordinal numbers such as "first", "second", and the like used in the present specification may be used to describe various components, but the components are not limited by the terms. These terms are used only for the purpose of distinguishing one constituent element from other constituent elements. For example, a first component may be named a second component, and similarly, a second component may also be named a first component, without departing from the scope of the present invention.

Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention.

Referring to fig. 1, fig. 1 is a schematic view of a climbing formwork frame force-bearing structure of the present invention. The utility model discloses a creeping formwork frame load structure includes and arranges a plurality of guide rail 1 that open in proper order and corresponds: a plurality of airframe trusses 3, a plurality of main force-bearing trusses 2, and a plurality of pedestrian passageway trusses 4.

Specifically, the guide rails 1 extend vertically, and the plurality of guide rails 1 are sequentially arranged along the wall surface of the building 10, and the arrangement direction is perpendicular to the extension direction of the guide rails 1. The main stress trusses 2 are in one-to-one correspondence with the guide rails 1, each main stress truss 2 extends vertically, the main stress trusses 2 are sequentially arranged, and the arrangement direction is perpendicular to the extension direction of the main stress truss 2. Similarly, a plurality of pedestrian passageway trusses 4 with a plurality of guide rails 1 also are the one-to-one, and each pedestrian passageway truss 4 is vertical extends, and a plurality of pedestrian passageway trusses 4 arrange in proper order, and arrange the extending direction of opening direction and pedestrian passageway truss 4 self perpendicular.

For example, in the present embodiment, the length of the guide rail 1 spans the height of two floors, the main force-receiving truss 2 is attached to a section of the guide rail 1 corresponding to the upper floor, and the pedestrian passageway truss 4 is attached to a section of the guide rail 1 corresponding to the lower floor. The top of the main force-bearing truss 2 is approximately flush with the top of the guide rail 1. Preferably, the top of the pedestrian passageway truss 4 can be directly or indirectly abutted against the bottom of the main stressed truss 2, or the top of the pedestrian passageway truss 4 and the bottom of the main stressed truss 2 are fixed together through a related connecting piece, so that the pedestrian passageway truss 4 can help the main stressed truss 2 to share and bear a certain load, and pedestrians can conveniently pass through the pedestrian passageway.

Wherein, a plurality of machine position trusses 3 with a plurality of guide rails 1 are the one-to-one, and each machine position truss 3 vertical extension, and a plurality of machine position trusses 3 arrange in proper order, and arrange the direction of opening perpendicular with the extending direction of machine position truss 3 self, a plurality of machine position trusses 3 set up the upper portion space at a plurality of guide rails 1 that correspond, each machine position truss 3 outwards stagger certain distance back vertical upwards extension from the top of the guide rail 1 that corresponds, just machine position truss 3 is fixed in the correspondence 2 tops of main atress truss and pass through main atress truss 2 is on corresponding on the guide rail 1, the inboard of machine position truss 3 is provided with the template load point that is used for accepting template 5.

Wherein, the height of the template bearing point meets the following conditions: after the template bearing point bears the template 5, the template 5 is positioned at the upper part of the guide rail 1.

It should be noted that the outer directions such as outward, etc. in the present disclosure refer to directions away from the wall of the building 10, i.e. to the right and the right in the view of fig. 1, and the inner directions such as inward, etc. in the present disclosure refer to directions close to the wall of the building 10, i.e. to the left and the left in the view of fig. 1. Therefore, the guide rails 1 are offset outwardly from the top of the corresponding guide rails 1 by a distance, i.e., away from the wall of the building 10, i.e., offset to the right in fig. 1.

In this embodiment, a plurality of machine position trusses 3 are used as main bearing members of the template 5, each machine position truss 3 is equivalent to a stressed trunk and is vertically and directly communicated upwards from the top of the guide rail 1, and the main load of the creeping formwork is borne. Moreover, because the machine place truss 3 is staggered outwards from the top of the corresponding guide rail 1 by a certain distance, the die stripping distance is increased, and d in fig. 1 is the die stripping distance.

More specifically, the machine place truss 3 and the main force-bearing truss 2 may be fixed by welding, bolting, and the like, which is not limited herein. It can be seen that the machine truss 3 bears the weight of the formwork 5 and all the loads located thereon, while the main stressed truss 2 bears the weight of the machine truss 3 and the guide rail 1 bears the weight of the machine truss 3, thus achieving the effect that the machine truss 3 bears the force on the corresponding guide rail 1. In this embodiment, the distance between the inner side and the outer side of the main stressed truss 2 is greater than the distance between the inner side and the outer side of the machine position truss 3, the outer side of the machine position truss 3 is approximately flush with the outer side of the main stressed truss 2, and the inner side of the machine position truss 3 is staggered from the inner side of the main stressed truss 2 by a certain distance, which is equivalent to that the machine position truss 3 is staggered from the guide rail 1 by a certain distance.

Regarding the guide rail 1 and the crawling structure thereof, referring to fig. 3, a wall-attached guide seat 101 is generally fixed on a wall surface of a building 10, the guide rail 1 passes through the wall-attached guide seat and crawls under the lifting of a power system, and the guide rail 1 can stop at the fixed wall-attached guide seat 101 when the crawling is stopped. The guide rail 1 generally comprises two parallel crawling tracks 11 and a plurality of cross bars connecting the two crawling tracks, wherein a truss installation track 12 is fixed on the cross bars, and the truss installation track 12 is as long as the crawling tracks 11 and is arranged in parallel. Therefore, the main force receiving truss 2 and the pedestrian passageway truss 4 can be attached and fixed to the upper half portion and the lower half portion of the truss installation rail 12, respectively. For example, in the present embodiment, the inner side of the main force-receiving truss 2 has a plurality of fixing lugs, and these fixing lugs can be fixed to the upper half portion of the truss mounting rail 12 by means of bolts or the like, and similarly, the inner side of the pedestrian passageway truss 4 also has a plurality of fixing lugs, and these fixing lugs can also be fixed to the lower half portion of the truss mounting rail 12 by means of bolts or the like.

More specifically, the inboard of a plurality of machine position trusses 3 is provided with multilayer machine position truss inboard scaffold board 31, multilayer machine position truss inboard scaffold board 31 arrange in a plurality of machine position trusses 3 inboard with in the section that template 5 is just right, multilayer machine position truss inboard scaffold board 31 arrange the direction with the extending direction of machine position truss 3 is unanimous, each layer machine position truss inboard scaffold board 31 with machine position truss 3 is perpendicular, each layer promptly machine position truss inboard scaffold board 31 level sets up, each layer the outside of machine position truss inboard scaffold board 31 with the inboard of a plurality of machine position trusses 3 is fixed simultaneously, is provided with a plurality ofly along the inboard of one of them layer machine position truss inboard scaffold board 31 the template bearing point.

As shown in fig. 1, the present embodiment specifically includes three layers of inner scaffold boards 31, the inner scaffold board 31 located at the bottommost first layer is located at a position near the bottom of the machine position truss 3, the template force-bearing point is located along the inner side of the inner scaffold board 31 in the second layer, and the inner scaffold board 31 in the third layer is located at a position near the top of the machine position truss 3.

More specifically, combine fig. 1, 2, fig. 2 is the utility model discloses creeping formwork frame load structure's local enlargements, in this embodiment, a plurality of machine position trusses 3's the outside is provided with multilayer machine position truss outside scaffold board 33, multilayer machine position truss outside scaffold board 33 arrange the direction with machine position truss 3's extending direction is unanimous, each layer machine position truss outside scaffold board 33 with machine position truss 3 is perpendicular, outside scaffold board 33 level setting promptly, each layer machine position truss outside scaffold board 33's inboard with a plurality of machine position truss 3's the outside is fixed simultaneously.

Wherein, a corresponding layer of the machine position truss outer scaffold board 33 is arranged at a position which has the same height with the machine position truss inner scaffold board 31 of each layer, wherein the bottom of the machine position truss inner scaffold board 31 of one layer and the bottom of the corresponding machine position truss outer scaffold board 33 of one layer are provided with a plurality of creeping formwork slide rails 9, the arrangement direction of the creeping formwork slide rails 9 is consistent with the arrangement direction of the machine position trusses 3, the extension direction of the creeping formwork slide rails 9 is parallel to the width direction of the machine position truss inner scaffold board 31, each creeping formwork slide rail 9 is simultaneously fixed with the bottom of the machine position truss inner scaffold board 31 and the bottom of the corresponding machine position truss outer scaffold board 33, a first end (such as the left end in fig. 1 and 2) of the creeping formwork slide rail 9 extends out of the inner side of the machine position truss inner scaffold board 31, and the first end is provided with a hanging device as the template bearing point, and the hanging device can slide along the creeping formwork slide rail 9.

For example, in the present embodiment, the four lateral scaffold boards 33 are specifically included, and the first, third, and fourth lateral scaffold boards 33 are respectively disposed at the same height as the three medial scaffold boards 31. Only the second outboard scaffold 33 is located outboard of the position of the airframe truss 3 directly opposite the formwork 5, and the inboard scaffold 31 cannot be located inboard of this position because it is necessary to provide a clearance from the formwork 5.

In addition, in this embodiment, a floor truss middle scaffold plate 32 is provided between the inner side and the outer side of the plurality of floor trusses 3 at a position equal to the height of each floor truss middle scaffold plate 31, the inner side of each floor truss middle scaffold plate 32 is fixed to the outer sides of the plurality of floor trusses 3 at the same time, and the outer side of each floor truss middle scaffold plate 32 is fixed to the inner sides of the plurality of floor trusses 3 at the same time. Thus, at the height position where the inner leg plate 31 is present, the inner leg plate 31, the middle leg plate 32, and the outer leg plate 33 are coplanar. In the height position where the medial scaffold panel 31 is absent, both the medial scaffold panel 32 and the lateral scaffold panel 33 are coplanar.

More specifically, in this embodiment, the cable suspension device includes slider and inverted hoist 6, and inverted hoist 6 can realize the regulation of template 5 hanging height. The slider cooperates with the sliding sleeve of the creeping formwork sliding rail 9, and the inverted hoist 6 is hung on the slider, so that the template 5 can be retreated through the sliding slider.

Referring to fig. 1 and 3, a plurality of layers of main stress truss outer side scaffold plates 22 are arranged on the outer sides of the plurality of main stress trusses 2, the arrangement direction of the plurality of layers of main stress truss outer side scaffold plates 22 is consistent with the extension direction of the main stress trusses 2, each layer of the machine position truss outer side scaffold plate 22 is perpendicular to the main stress trusses 2, and the inner side of each layer of the machine position truss outer side scaffold plate 2 is fixed with the outer sides of the plurality of machine position trusses 2. A layer of main stress truss middle scaffold plate 21 is arranged between the inner side and the outer side of the main stress trusses 2 at the position with the same height as the main stress truss outer scaffold plate 22 on each layer, the inner side of the main stress truss middle scaffold plate 21 on each layer is fixed with the outer sides of the main stress trusses 2 at the same time, and the outer side of the main stress truss middle scaffold plate 21 on each layer is fixed with the inner sides of the main stress trusses 2 at the same time.

Therefore, the main stress truss 2 directly bears all the loads on the machine position truss 3, and meanwhile, the scaffold plate 21 in the middle of the main stress truss provides a pedestrian passageway, and the scaffold plate 21 in the middle of the main stress truss on the outer side of the main stress truss 2 enables the pedestrian passageway to be more spacious.

With reference to fig. 1, a plurality of layers of pedestrian passageway truss scaffold boards 41 are disposed between the inner sides and the outer sides of the plurality of pedestrian passageway trusses 4, the arrangement direction of the plurality of layers of pedestrian passageway truss scaffold boards 41 is consistent with the extending direction of the plurality of pedestrian passageway trusses 4, each layer of the pedestrian passageway truss scaffold board 41 is perpendicular to the plurality of pedestrian passageway trusses 4, the inner sides of each layer of the pedestrian passageway truss scaffold boards 41 are fixed to the outer sides of the plurality of pedestrian passageway trusses 4 at the same time, and the outer sides of each layer of the pedestrian passageway truss scaffold boards 41 are fixed to the inner sides of the plurality of pedestrian passageway trusses 4 at the same time.

As shown in fig. 1, this embodiment specifically includes two layers of lateral scaffold boards 22 and two layers of walkway truss scaffold boards 41.

Furthermore, in this embodiment, protective nets 7 are further disposed on the outer sides of the plurality of machine position trusses 3 and the outer sides of the plurality of main stress trusses 2, triangular oblique brackets 8 are disposed on the inner sides of the machine position trusses 3, the outer sides of the machine position trusses 3, and the outer sides of the main stress trusses 2, a first straight frame of each triangular oblique bracket 8 is fixed to the outer sides of the main stress trusses or the inner sides/outer sides of the machine position trusses 3, and a second straight frame supports the main stress truss outer scaffold board 22/inner scaffold board 31/outer scaffold board 33. The end part of the second straight frame of the triangular oblique bracket 8 is also provided with a vertical short frame perpendicular to the second straight frame, and the protective net 7 is fixed with the outer sides of the multi-layer outer-side scaffold boards 33, the outer sides of the multi-layer main stress truss outer-side scaffold boards 22 and the vertical short frame.

In addition, it can be understood that the above-mentioned trusses have mounting holes formed in the main vertical rods, such as the outer side and the inner side, which do not have the reinforcing ribs, and mounting holes formed in the frame body of the scaffold board, so that the trusses and the scaffold board can be fixed by using members, such as bolts, through the mounting holes. The fixing of the truss and the triangular inclined strut 8 is the same.

To sum up, the utility model discloses a creeping formwork frame load structure has following beneficial effect: the utility model discloses in main load component of a plurality of machine position trusses as the template, a plurality of machine position trusses set up on the upper portion of a plurality of guide rails that correspond, each machine position truss upwards extends after staggering the certain distance outwards from the top of the guide rail that corresponds, just machine position truss is fixed in corresponding main atress truss top and pass through main atress truss top is exerting oneself on corresponding on the guide rail, main atress truss directly bears the load on the machine position truss, the inboard of machine position truss is provided with the template load point that is used for accepting the template, so each machine position truss is equivalent to a atress trunk and leads directly upwards from the guide rail top, can bear the main load of climbing formwork, and a plurality of machine position trusses share the deformation that can avoid the atress overweight to lead to jointly, make the demolding distance increase simultaneously; in addition, the frame bearing structure and the pedestrian passage truss at the lower part can bear certain load and facilitate the passage of pedestrians, the main stressed truss at the upper part directly bears all the load of the load on the machine position truss, and meanwhile, the artificial passage at the side surface is more spacious.

While the embodiments of the present invention have been described with reference to the accompanying drawings, the present invention is not limited to the above-described embodiments, which are merely illustrative and not restrictive, and many modifications may be made by one skilled in the art without departing from the spirit and scope of the present invention as defined in the appended claims.

Claims (10)

1. The utility model provides a creeping formwork frame load structure which characterized in that includes and corresponds with a plurality of guide rails of arranging in proper order: the machine position truss structure comprises a plurality of machine position trusses, a plurality of main stress trusses and a plurality of pedestrian channel trusses, wherein the main stress trusses and the pedestrian channel trusses are respectively attached to the upper portion and the lower portion of a corresponding guide rail, the machine position trusses are located on the upper portion of the corresponding guide rail, each machine position truss extends upwards after being staggered outwards for a certain distance from the top of the corresponding guide rail, the machine position trusses are fixed on the tops of the corresponding main stress trusses and are stressed on the corresponding guide rails through the main stress trusses, and the inner sides of the machine position trusses are provided with template bearing points for bearing templates.

2. The form climbing frame bearing structure according to claim 1, wherein a plurality of layers of form truss inner side scaffold boards are arranged on inner sides of the plurality of form trusses, the plurality of layers of form truss inner side scaffold boards are arranged in sections of the inner sides of the plurality of form trusses, which are not opposite to the form, the arrangement direction of the plurality of layers of form truss inner side scaffold boards is consistent with the extension direction of the form trusses, each layer of form truss inner side scaffold board is perpendicular to the form trusses, the outer side of each layer of form truss inner side scaffold board is fixed to the inner sides of the plurality of form trusses, and a plurality of form bearing points are arranged along the inner side of the one layer of form truss inner side scaffold board.

3. The creeping formwork frame bearing structure of claim 2, wherein a plurality of layers of machine position truss outer scaffold boards are arranged on the outer sides of the plurality of machine position trusses, the arrangement direction of the multilayer machine position truss outer scaffold boards is consistent with the extension direction of the machine position trusses, each layer of machine position truss outer scaffold board is perpendicular to the machine position trusses, and the inner side of each layer of machine position truss outer scaffold board is fixed with the outer sides of the plurality of machine position trusses at the same time;

wherein, the position with the same height as the inner side scaffold plate of each layer of the machine position truss is provided with a corresponding layer of the outer side scaffold plate of the machine position truss, wherein the bottom of the scaffold plate at the inner side of the machine position truss of one layer and the bottom of the scaffold plate at the outer side of the corresponding machine position truss of one layer are provided with a plurality of creeping formwork slide rails, the arrangement direction of the plurality of creeping formwork slide rails is consistent with the arrangement direction of the plurality of machine position trusses, the extension direction of the creeping formwork slide rails is parallel to the width direction of the scaffold board at the inner side of the machine position trusses, each creeping formwork slide rail is simultaneously fixed with the bottom of the scaffold board at the inner side of the machine position trusses and the bottom of the corresponding scaffold board at the outer side of the machine position trusses, the first end of the creeping formwork slide rail extends out of the inner side of the scaffold board on the inner side of the machine position truss, and the first end is provided with a hanging device serving as the template bearing point, and the hanging device can slide along the creeping formwork slide rail.

4. The form-climbing frame force-bearing structure of claim 3, wherein the hanging device comprises an inverted hoist.

5. The formwork support structure of any one of claims 2-4, wherein a floor truss middle scaffold board is disposed between the inner side and the outer side of the plurality of floor trusses at a position equal to the height of the floor truss inner scaffold board, the inner side of the floor truss middle scaffold board is fixed to the outer sides of the plurality of floor trusses at the same time, and the outer side of the floor truss middle scaffold board is fixed to the inner sides of the plurality of floor trusses at the same time.

6. The creeper form frame force-bearing structure of claim 1, wherein a plurality of layers of main force-bearing truss outer scaffold boards are arranged on the outer sides of the main force-bearing trusses, the arrangement direction of the plurality of layers of main force-bearing truss outer scaffold boards is consistent with the extension direction of the main force-bearing trusses, each layer of machine position truss outer scaffold board is perpendicular to the main force-bearing trusses, and the inner side of each layer of machine position truss outer scaffold board is fixed with the outer sides of the plurality of machine position trusses.

7. The creeper form frame force-bearing structure of claim 6, wherein a layer of main force-bearing truss middle scaffold board is arranged between the inner side and the outer side of the main force-bearing trusses at a position equal to the height of each layer of the main force-bearing truss outer scaffold board, the inner side of each layer of the main force-bearing truss middle scaffold board is fixed with the outer sides of the main force-bearing trusses at the same time, and the outer side of each layer of the main force-bearing truss middle scaffold board is fixed with the inner sides of the main force-bearing trusses at the same time.

8. The creeper form frame force-bearing structure of claim 1, wherein the inner sides of the plurality of machine position trusses, the outer sides of the plurality of machine position trusses and the outer sides of the plurality of main stress trusses are all provided with triangular angle brackets, a first straight frame of each triangular angle bracket is fixed with the outer side of the main stress truss or the inner side/outer side of the machine position truss, and a second straight frame supports the outer side scaffold board of the main stress truss, the inner side scaffold board of the machine position truss and the outer side scaffold board of the machine position truss.

9. The form-climbing framework force-bearing structure according to claim 8, wherein a protective net is further disposed on the outer sides of the plurality of machine position trusses and the plurality of main force-bearing trusses, a vertical short frame perpendicular to the second straight frame is further disposed at the end of the second straight frame of the triangular oblique-supporting frame, and the protective net is fixed to the outer sides of the outer scaffold boards of the plurality of layers of machine position trusses, the outer sides of the outer scaffold boards of the plurality of layers of main force-bearing trusses, and the vertical short frame.

10. The creeper form frame force-bearing structure of claim 1, wherein a plurality of layers of pedestrian passageway truss scaffold boards are arranged between the inner sides and the outer sides of the plurality of pedestrian passageway trusses, the arrangement direction of the plurality of layers of pedestrian passageway truss scaffold boards is consistent with the extending direction of the pedestrian passageway trusses, each layer of the pedestrian passageway truss scaffold board is perpendicular to the pedestrian passageway trusses, the inner sides of each layer of the pedestrian passageway truss scaffold board and the outer sides of the plurality of pedestrian passageway trusses are fixed at the same time, and the outer sides of each layer of the pedestrian passageway truss scaffold board and the inner sides of the plurality of pedestrian passageway trusses are fixed at the same time.