CN214364515U - Integrated pouring structure for inclined roof and flat roof - Google Patents
Integrated pouring structure for inclined roof and flat roof Download PDFInfo
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- CN214364515U CN214364515U CN202023246214.7U CN202023246214U CN214364515U CN 214364515 U CN214364515 U CN 214364515U CN 202023246214 U CN202023246214 U CN 202023246214U CN 214364515 U CN214364515 U CN 214364515U
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Abstract
The utility model provides an integrated pouring structure of an inclined roof and a flat roof, which is characterized in that an external support beam is stabilized through a first anchor ear and a second anchor ear, and a platform support column, a column top support beam and a template support rod are sequentially arranged on a lower floor panel; a cover mold positioning body is arranged between the suspension cross brace and the panel cover mold, and the column side support mold and the lower structural column can be tightly connected through a fourth hoop; the inclined bottom die is supported by the bottom die supporting beam, and the inclination angle of the bottom die supporting beam can be adjusted by the supporting beam adjusting body and the supporting beam rotating hinge; the inclined angle of the inclined hanging beam is adjusted through the hanging beam hanging rod and the hanging beam rotating hinge; the position of the closure flashboard is controlled by a sliding beam cable, and the vertical pipe of the flashboard and the side pocket of the pipe are pressurized by a vertical pipe connecting pipe; and the pouring quality of the flat roof panel and the inclined roof panel is controlled by the aid of the panel cover die and the pouring pressing plate. The utility model discloses can reduce the template and prop up and establish the degree of difficulty, improve concrete placement quality.
Description
Technical Field
The utility model relates to an engineering field is pour with flat roofing to one side to roofing, in particular to can reduce template and prop up to establish the degree of difficulty, improve the oblique roofing and the flat roofing integration pouring structure of concrete placement quality.
Background
In the process of building structure construction, an inclined roof is often designed for beautifying the appearance of a building, and the problem of pouring between the inclined roof and a flat roof is always the key point of attention of the engineering field on how to reduce the formwork erecting difficulty, improve the concrete pouring quality and improve the construction efficiency.
In the prior art, a construction method for an inclined roof concrete structure is provided, which is characterized in that: building an inclined roof support system; a bottom template is arranged on the inclined plane of the inclined roof support system; binding a reinforcement cage on one side of the bottom template, which is far away from the inclined roof support system; performing chiseling treatment on the connecting position of the inclined roof and the lower building structure; an outer formwork is erected on one side, away from the bottom formwork, of the reinforcement cage, and the outer formwork is reinforced; pouring concrete; and after the concrete is solidified, removing the outer template and the bottom template. Although the technology solves the problem of pouring of the inclined roof, the formwork is supported and supported by the full support depending on the lower floor, the on-site construction efficiency is low, and the problems of controlling the surface evenness of the concrete and arranging a construction operation platform in the pouring process are difficult to synchronously solve.
In view of this, in order to improve the construction quality and efficiency of the integral pouring structure of the inclined roof and the flat roof, the invention of the integral pouring structure of the inclined roof and the flat roof, which can reduce the difficulty in supporting the templates and improve the pouring quality of the concrete, is urgently needed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a not only can reduce the template and prop up and establish the degree of difficulty, can improve the oblique roofing and the flat roofing integration pouring structure of concrete placement quality moreover.
In order to achieve the purpose, the utility model provides an integrated pouring structure of an inclined roof and a flat roof, which is characterized in that a first hoop, a second hoop and a third hoop are sequentially arranged on a lower structural column from bottom to top, and an external support beam is arranged outside the second hoop; a first supporting rib is arranged between the external supporting beam and the first anchor ear, and the position of the external supporting beam is limited by a supporting beam fastening bolt on the first positioning body; sequentially arranging a column bottom supporting plate and a platform supporting column on a lower floor panel, arranging a column top supporting beam on a column top supporting plate at the top end of the platform supporting column, and pouring the flatness of the column top supporting beam through a leveling bolt; a second supporting rib is arranged between the column top supporting beam and the third hoop, and the position of the column top supporting beam is limited through a supporting beam fastening bolt on the second positioning body; top beam supporting columns are arranged on the external supporting beams, supporting top beams are arranged between the top beam supporting columns which are opposite in mirror image, and the supporting top beams are firmly connected with the top beam positioning body through top beam fastening bolts; the lower surface of the supporting top beam is sequentially provided with a suspension bracing column and a suspension cross brace, and two ends of the suspension bracing column are respectively welded with the supporting top beam and the suspension cross brace; the opposite top beam support columns are respectively provided with a platform rolling machine, so that the suspension platform is connected with the top beam chute through a platform sliding plate; a platform inhaul cable is arranged between the platform rolling machine and a vertical plate of the suspension platform, and the position of the suspension platform can be controlled through the platform inhaul cable and the platform rolling machine; sequentially arranging a platform top support plate and a template support rod on the column top support beam, and correcting the elevation of a support rod top plate at the top end of the template support rod; a transverse bottom die is arranged at the top of the template support rod, and the column side supporting die and the lower structural column are tightly connected through a fourth hoop, so that the transverse bottom die and the column side supporting die are firmly connected; a panel cover mold is arranged on the side, facing the transverse bottom mold, of the suspension cross brace, and a cover mold positioning body is arranged between the suspension cross brace and the panel cover mold; a supporting beam adjusting body is arranged on the suspension cross arm; the bottom die supporting beam is connected with the supporting beam position adjusting body through a position adjusting rotary hinge, connected with the suspension supporting column through a supporting beam rotary hinge and connected with the inclined bottom die through a bottom die positioning body; arranging a panel end mold at the top end of the inclined bottom mold; one end of the inclined hanging beam is hinged with the supporting top beam through the rotating hanging beam, the other end of the inclined hanging beam is hinged with the hanging beam hanging rod through the hanging rod end, and the hanging beam hanging rod is firmly connected with the supporting top beam through a bolt; the method comprises the following steps that firstly, the position of an inserting plate positioning body above an inclined bottom die is controlled through a sliding beam cable, then, a vertical pipe of an inserting plate and a pipe side bag are pressurized through a vertical pipe connecting pipe, and a longitudinal rib gap of a reinforcing cage of an adjacent floor slab is closed; and sequentially carrying out concrete pouring construction on the flat roof panel and the inclined roof panel, arranging closure inserting plates in the gaps of the floor slab reinforcement cage when pouring connection pipes are adopted for carrying out the concrete pouring construction on the inclined roof panel, and controlling the plane positions of the pressing plate correcting body and the pouring pressing plate through the sliding beam inhaul cable.
Compared with the prior art, the technical scheme has the following characteristics and beneficial effects:
(1) the utility model can effectively improve the stability of the external supporting beam by the first and second hoops to stabilize the external supporting beam; and simultaneously, the utility model discloses set gradually platform brace, capital bracing beam and template vaulting pole on lower floor's panel, can increase the problem that the problem of template support interval undersize, horizontal die block support positioning accuracy promoted.
(2) The utility model discloses accessible platform cable and platform rolling machine control hang the position of platform, can reduce the degree of difficulty that the platform laid, removed that hangs.
(3) The utility model discloses set up the lid mould location body between hanging stull and panel lid mould to accessible fourth staple bolt props the mould with the post side and is inseparable with substructure columnar connection, can effectively improve panel lid mould's positioning accuracy, post side prop mould and substructure columnar connection seal.
(4) The utility model supports the inclined bottom die through the bottom die supporting beam, and can adjust the inclination angle of the bottom die supporting beam through the supporting beam adjusting body and the supporting beam rotating hinge, thereby effectively improving the laying precision of the inclined bottom die; and simultaneously, the utility model discloses the accessible is hung the roof beam jib and is hung the roof beam and rotate the inclination that the slant was hung the roof beam with hanging the pivot adjustment, can effectively reduce the laying degree of difficulty of pouring the clamp plate and damming the picture peg.
(5) The utility model discloses a position of picture peg is dams in smooth roof beam cable control, pressurizes to picture peg standpipe and pipe side bag through the standpipe connecting pipe, can effectively reduce the laying degree of difficulty of picture peg that dams, improves the effect of damming.
Drawings
FIG. 1 is a schematic view of the integral pouring structure of the sloping roof and the flat roof of the present invention;
FIG. 2 is a schematic view of a connection structure of the inclined bottom mold and the bottom mold supporting beam in FIG. 1;
FIG. 3 is a schematic view of the connection structure of the hanging beam sliding plate and the oblique hanging beam in FIG. 1;
fig. 4 is a schematic diagram of the arrangement structure of the intercepting spile in fig. 1.
In the figure: 1-lower structural columns; 2-lower floor slab; 3-a first hoop; 4-a second hoop; 5-a third hoop; 6-external supporting beam; 7-a first support rib; 8-a first locator; 9-supporting beam fastening bolt; 10-column bottom bracing plate; 11-a platform brace; 12-column top bracing plate; 13-column top bracing beam; 14-leveling bolts; 15-second support ribs; 16-a second positioning body; 17-top beam support columns; 18-a supporting top beam; 19-top beam fastening bolt; 20-top beam positioning body; 21-hanging a support pillar; 22-hanging cross braces; 23-column bottom supporting groove; 24-beam brace stirrup; 25-a top beam chute; 26-a platform rolling and pulling machine; 27-a suspended platform; 28-platform slide plate; 29-platform guy; 30-a platform top supporting plate; 31-a template brace bar; 32-a strut top plate; 33-transverse bottom die; 34-a fourth hoop; 35-pillar side bracing; 36-panel cover mold; 37-cover mould positioning body; 38-supporting beam aligning body; 39-bottom die supporting beam; 40-positioning a rotary hinge; 41-the support beam is hinged in a rotating way; 42-inclined bottom die; 43-bottom die positioning body; 44-panel end mould; 45-oblique hanging beam; 46-hanging beam rotating hinge; 47-hanging beam hanger rod; 48-end hinge of suspender; 49-positioning body slot plate; 50-positioning body ear plate; 51-a positioning body connecting bolt; 52-bottom die connecting plate; 53-hanging beam chutes; 54-platen retainers; 55-a board inserting positioning body; 56-beam-hanging sliding plate; 57-sliding plate top pulling plate; 58-sliding beam guy cable; 59-hanging beam rolling machine; 60-perfusion connecting pipe; 61-standpipe connecting pipe; 62-tube side pocket; 63-floor slab reinforcement cage; 64-intercepting flashboard; 65-a closure cover plate; 66-a top plate of the insert plate; 67-a vertical tube of a plug board; 68-flat roof panels; 69-sloping roof panels; and 70-pouring a pressing plate.
Detailed Description
On-spot hoist and mount construction technical requirement, the rolling of shaped steel and welding construction technical requirement, concrete placement construction technical requirement, pipe side bag sew up construction technical requirement etc. no longer give unnecessary details in this embodiment, the key explanation the utility model relates to an embodiment of structure.
Fig. 1 is the utility model discloses oblique roofing and flat roofing integration pouring structure sketch map, fig. 2 is fig. 1 slant die block and die block supporting beam connection structure sketch map, fig. 3 is fig. 1 string roof beam slide and slant string roof beam connection structure sketch map, fig. 4 is fig. 1 picture peg that dams and lays the structure sketch map.
Referring to fig. 1 to 4, in the pouring structure for the inclined roof and the flat roof, an external bracing beam 6 outside a lower structural column 1 is stabilized by a first anchor ear 3 and a second anchor ear 4, a platform bracing column 11, a column top bracing beam 13 and a template bracing rod 31 are sequentially arranged on a lower floor panel 2, a cover mold positioning body 37 is arranged between a suspension cross brace 22 and a panel cover mold 36, and a column side bracing mold 35 and the lower structural column 1 are tightly connected by a fourth anchor ear 34; the inclined bottom die 42 is supported by the bottom die supporting beam 39, and the inclination angle of the bottom die supporting beam 39 can be adjusted by the supporting beam adjusting body 38 and the supporting beam rotating hinge 41; the inclined angle of the inclined hanging beam 45 is adjusted through the hanging beam hanger rod 47 and the hanging beam rotating hinge 46; the position of the closure insert plate 64 is controlled by the sliding beam guy cable 58, and the insert plate vertical pipe 67 and the pipe side pocket 62 are pressurized by the vertical pipe connecting pipe 61; the quality of the pouring of flat roof panels 68 and sloping roof panels 69 is aided by panel cover forms 36 and pouring platens 70.
Specifically, the inclined roof and flat roof integrated pouring structure comprises a first hoop 3, a second hoop 4 and a third hoop 5 which are sequentially arranged on a lower structural column 1 from bottom to top, an external support beam 6 is arranged on the outer side of the second hoop 4, a first support rib 7 is arranged between the external support beam 6 and the first hoop 3, and the position of the external support beam 6 is limited through a support beam fastening bolt 9 on a first positioning body 8; the lower floor panel 2 is sequentially provided with a column bottom supporting plate 10 and a platform supporting column 11, a column top supporting beam 13 is arranged on a column top supporting plate 12 at the top end of the platform supporting column 11, and the flatness of the poured column top supporting beam 13 is adjusted through a leveling bolt 14 penetrating through the column top supporting plate 12; a second supporting rib 15 is arranged between the column top supporting beam 13 and the third anchor ear 5, and the position of the column top supporting beam 13 is limited by a supporting beam fastening bolt 9 on a second positioning body 16; a top beam supporting column 17 is arranged on the external supporting beam 6, a supporting top beam 18 is arranged between the top beam supporting columns 17 which are opposite in mirror image, and the supporting top beam 18 is firmly connected with a top beam positioning body 20 through a top beam fastening bolt 19; the lower surface of the supporting top beam 18 is sequentially provided with a suspension support column 21 and a suspension cross brace 22, and two ends of the suspension support column 21 are respectively connected with the supporting top beam 18 and the suspension cross brace 22 in a welding manner; platform rolling and pulling machines 26 are respectively arranged on the opposite top beam supporting columns 17, so that a suspension platform 27 is connected with the top beam sliding grooves 25 in a sliding mode through platform sliding plates 28; a platform guy cable 29 is arranged between the platform rolling and pulling machine 26 and a vertical plate of the hanging platform 27, and the position of the hanging platform 27 is controlled through the platform guy cable 29 and the platform rolling and pulling machine 26; sequentially arranging a platform top supporting plate 30 and a template supporting rod 31 on the column top supporting beam 13, and correcting the elevation of a supporting rod top plate 32 at the top end of the template supporting rod 31; arranging a transverse bottom die 33 on the top of the template support rod 31, tightly connecting the column side supporting die 35 with the lower structural column 1 through a fourth hoop 34, and firmly connecting the transverse bottom die 33 with the column side supporting die 35; a panel cover mold 36 is arranged on the side, facing the transverse bottom mold 33, of the hanging cross brace 22, a cover mold positioning body 37 is arranged between the hanging cross brace 22 and the panel cover mold 36, and the panel cover mold 36 is arranged above the transverse bottom mold 33; a supporting beam adjusting body 38 is arranged on the suspension cross brace 22; the bottom die supporting beam 39 is rotatably connected with the supporting beam position adjusting body 38 and the suspension supporting column 21 arranged on the suspension cross brace 22, specifically, the bottom die supporting beam 39 is connected with the supporting beam position adjusting body 38 through a position adjusting rotary hinge 40, is connected with the suspension supporting column 21 through a supporting beam rotary hinge 41, and is connected with the inclined bottom die 42 through a bottom die positioning body 43; the panel end mold 44 is arranged at the top end of the inclined bottom mold 42; one end of the inclined hanging beam 45 is connected with the supporting top beam 18 through a hanging beam rotating hinge 46, the other end of the inclined hanging beam is connected with a hanging beam suspender 47 through a suspender end hinge 48, and the hanging beam suspender 47 is firmly connected with the supporting top beam 18 through a bolt; the position of the inserting plate positioning body 55 above the inclined bottom die 42 is controlled by the sliding beam pull cable 58, and then the vertical pipe connecting pipe 61 is used for pressurizing an inserting plate vertical pipe 67 and a pipe side bag 62, so that the longitudinal rib gap of the adjacent floor slab reinforcement cage 63 is closed.
The concrete pouring construction of the flat roof panel 68 and the inclined roof panel 69 is sequentially performed, and when the concrete pouring construction of the inclined roof panel 69 is performed by using the pouring connecting pipe 60, the closure insertion plates 64 are arranged at the gaps of the floor slab reinforcement cage 63, and the plane positions of the pressing plate aligning bodies 54 and the pouring pressing plate 70 are controlled by the sliding beam guy cables 58.
The external roof beam 6 that props is arranged the outside of second staple bolt 4 perpendicularly in, and first muscle 7 of propping is put to one side and is set up between external roof beam 6 and the first staple bolt 3 of propping, and first position body 8 is arranged in first muscle 7 of propping and the position that external roof beam 6 is connected of propping, is equipped with on the first position body 8 and props roof beam fastening bolt 9, and the position of external roof beam 6 that props is injectd through propping roof beam fastening bolt 9 on the first position body 8.
The column top supporting beam 13 is higher than the third hoop 5, the second supporting rib 15 is obliquely and upwards arranged, the second positioning body 16 is positioned at the position where the second supporting rib 15 and the column top supporting beam 13 are connected, the second positioning body 16 is provided with a supporting beam fastening bolt 9, and the position of the column top supporting beam 13 is limited through the supporting beam fastening bolt 9 on the second positioning body 16.
The first positioning body 8 and the second positioning body 16 are both formed by rolling steel plates, the cross section of the first positioning body and the second positioning body is U-shaped, and the first positioning body 8 and the second positioning body 16 are respectively connected with the support beam fastening bolt 9 through threads; at least two platform bracing columns 11 are arranged perpendicular to the column bottom bracing plate 10, column top bracing plates 12 are flatly arranged at the tops of the platform bracing columns 11, column top bracing beams 13 are flatly arranged on the column top bracing plates 12 on two sides, leveling bolts 14 penetrate through the column top bracing plates 12 perpendicular to the column top bracing plates 12, and the other ends of the leveling bolts 14 are connected with the column top bracing beams 13.
The supporting top beam 18 passes through a top beam positioning body 20 on the top beam support column 17, the beam fastening bolt 19 passes through the top beam positioning body 20, and the supporting top beam 18 and the top beam positioning body 20 are firmly connected through the top beam fastening bolt 19. Two ends of the suspension brace 21 are respectively connected with the support top beam 18 and the suspension cross brace 22 in a welding way.
The top beam support column 17 is formed by rolling profile steel, the top end of the top beam support column is provided with a top beam positioning body 20, and the top beam positioning body 20 is formed by rolling a steel plate, is in a square cylinder shape and is connected with the top beam fastening bolt 19 through threads. The bottom of the top beam support column 17 is provided with a column bottom support groove 23, the column bottom support groove 23 is formed by rolling a steel plate, the cross section of the column bottom support groove is U-shaped, the column bottom support groove 23 is sleeved on the external support beam 6, the column bottom support groove 23 is firmly connected with the external support beam 6 through a support beam stirrup 24, and the support beam stirrup 24 is a hose clamp or a pipe clamp.
The supporting top beam 18 is formed by rolling a steel plate, and a top beam sliding groove 25 with a T-shaped cross section is arranged in the middle of the supporting top beam 18.
The platform rolling machine 26 is arranged on the inner side of the opposite top beam support column 17 and close to the top end of the top beam support column 17, the suspension platform 27 is connected with the top beam sliding groove 25 supporting the top beam 18 through a platform sliding plate 28, and the platform sliding plate 28 is arranged in the top beam sliding groove 25. The suspension platform 27 is formed by rolling a steel plate, the top end of the suspension platform 27 is connected with two parallel platform sliding plates 28 in a welding mode, and the platform sliding plates 28 are formed by rolling the steel plate.
The bottom die positioning body 43 comprises a positioning body groove plate 49, a positioning body lug plate 50 and a positioning body connecting bolt 51, wherein the positioning body lug plate 50 is formed by rolling a steel plate, is vertically welded and connected with the positioning body groove plate 49 or integrally rolled, and is connected with the positioning body connecting bolt 51 through threads. Specifically, the positioning body ear plates 50 are symmetrically arranged at two sides of the positioning body groove plate 49, and the positioning body connecting bolts 51 below the inclined bottom die 42 penetrate through the positioning body ear plates 50 to realize connection. The positioning body connecting bolt 51 is formed by screw rolling and is connected with a bottom die connecting plate 52 on the lower surface of the inclined bottom die 42 through threads; the positioning body groove plate 49 is formed by rolling a steel plate, and the cross section of the positioning body groove plate is U-shaped.
The inclined hanging beam 45 is formed by rolling a steel plate, a hanging beam sliding groove 53 with a cross-shaped cross section is arranged in the middle of the inclined hanging beam 45, a hanging beam sliding plate 56 is arranged in the hanging beam sliding groove 53, a pressing plate correcting body 54 is arranged at the bottom of the hanging beam sliding plate 56 and connected with the inclined hanging beam 45, and the inserting plate positioning body 55 is connected with the hanging beam sliding plate 56 and connected with the inclined hanging beam 45. The hanging beam sliding plate 56 is formed by rolling a steel plate and is connected with a sliding beam inhaul cable 58 through a sliding plate top pull plate 57, and the sliding beam inhaul cable 58 is connected with a hanging beam rolling machine 59 through a steel stranded wire or a steel wire rope; the hanging beam rolling machine 59 is firmly connected with the upper surface of the inclined hanging beam 45.
The insert plate positioning body 55 is connected to the slide beam guy cable 58 and is arranged above the inclined bottom die 42. The intercepting plug board 64 comprises an intercepting cover plate 65, a plug board top plate 66, a vertical pipe connecting pipe 61, a plug board vertical pipe 67 and a pipe side pocket 62, wherein the intercepting cover plate 65 covers the top side of the plug board top plate 66, the plug board top plate 66 is made of a rubber plate and is connected with the intercepting cover plate 65 in an adhering mode, the vertical pipe connecting pipe 61 is arranged on the top side of the intercepting cover plate 65, the plug board vertical pipe 67 penetrates through the intercepting cover plate 65 and then is communicated with the vertical pipe connecting pipe 61, the plug board vertical pipe 67 is made of a steel pipe or an alloy pipe, the bottom end of the plug board vertical pipe 67 is opened and is connected with the intercepting cover plate 65 in an adhering mode, and the intercepting cover plate 65 is made of a steel plate or an alloy plate. The tube side pockets 62 are disposed below the insert plate top plate 66, the tube side pockets 62 are spaced apart between the floor reinforcement cages 63, and insert plate standpipes 67 are inserted into the tube side pockets 62.
The lower structure column 1 is prefabricated by reinforced concrete materials, and the strength grade of the concrete is C35.
The lower floor slab 2 is cast of concrete having a strength grade of C35.
The external supporting beam 6 is made of H-shaped steel with the specification of 200 multiplied by 8 multiplied by 12, a first supporting rib 7 is arranged between the external supporting beam 6 and the first hoop 3, and the position of the external supporting beam 6 is limited by a supporting beam fastening bolt 9 on a first positioning body 8; the first supporting rib 7 is made of a steel pipe with the diameter of 100mm, and the supporting beam fastening bolt 9 is a high-strength screw rod with the diameter of 30 mm.
The first positioning body 8 and the second positioning body 16 are both formed by rolling steel plates with the thickness of 3mm, the cross section of the first positioning body and the second positioning body is U-shaped, and the first positioning body 8 and the second positioning body 16 are respectively in threaded connection with the supporting beam fastening bolt 9.
Sequentially arranging a column bottom supporting plate 10 and a platform supporting column 11 on a lower floor panel 2, arranging a column top supporting beam 13 on a column top supporting plate 12 at the top end of the platform supporting column 11, and pouring the flatness of the column top supporting beam 13 through a leveling bolt 14; the column bottom supporting plate 10 and the column top supporting plate 12 are both formed by rolling steel plates with the thickness of 10mm, the platform supporting column 11 is made of steel pipes with the diameter of 100mm, and two ends of the platform supporting column are respectively and vertically welded with the column bottom supporting plate 10 and the column top supporting plate 12; the column top bracing beam 13 is made of H-shaped steel with the specification of 200 multiplied by 8 multiplied by 12, the leveling bolt 14 is rolled by a screw rod with the diameter of 30mm, and is connected with the column top bracing plate 12 through threads.
The second supporting rib 15 is made of a steel pipe with the diameter of 100mm, and two ends of the second supporting rib are respectively connected with the third hoop 5 and the second positioning body 16 in a welding mode.
The top beam support column 17 is formed by rolling H-shaped steel with the specification of 150 multiplied by 7 multiplied by 10, and the top end is provided with a top beam positioning body 20; the top beam positioning body 20 is formed by rolling a steel plate with the thickness of 10mm and is in a square cylinder shape, and a screw hole connected with the top beam fastening bolt 19 is formed in the top beam positioning body 20; the top beam fastening bolt 19 is formed by rolling a screw rod with the diameter of 30 mm.
The supporting top beam 18 is formed by rolling a steel plate with the thickness of 10mm, the width of the supporting top beam is 25cm, and the height of the supporting top beam is 10 cm; a top beam sliding groove 25 with a T-shaped cross section is arranged in the middle of the supporting top beam 18; the top beam sliding groove 25 is formed by rolling a steel plate material with the thickness of 10mm, and the width of the top beam sliding groove is 20cm, and the height of the top beam sliding groove is 2 cm.
The lower surface of the supporting top beam 18 is sequentially provided with a suspension support column 21 and a suspension cross brace 22, and two ends of the suspension support column 21 are respectively connected with the supporting top beam 18 and the suspension cross brace 22 in a welding manner; the suspension brace 21 and the suspension cross brace 22 are both formed by rolling H-shaped steel with the specification of 100 multiplied by 6 multiplied by 8.
The column bottom supporting groove 23 is formed by rolling a steel plate with the thickness of 10mm, the cross section of the column bottom supporting groove is U-shaped, and the column bottom supporting groove 23 and the external supporting beam 6 are firmly connected through the supporting beam stirrups 24; the brace stirrup 24 adopts a throat hoop with the specification of 300 mm.
The platform winder 26 employs a wire rope hoist.
The suspension platform 27 is formed by rolling a steel plate with the thickness of 3mm, and the top end of the suspension platform is connected with two platform sliding plates 28 which are parallel to each other in a welding mode; the platform sliding plate 28 is formed by rolling a steel plate with the thickness of 10 mm.
The platform cable 29 is made of a steel wire rope with the diameter of 20 mm.
The platform top supporting plate 30 and the supporting rod top plate 32 are both formed by rolling steel plates with the thickness of 10mm, and the template supporting rods 31 are formed by rolling steel pipes with the diameter of 100 mm.
The transverse bottom die 33 and the column side supporting die 35 are both formed by rolling steel plates with the thickness of 3 mm.
The cover die positioning body 37 comprises a steel pipe screw rod with the diameter of 60mm and a bolt, the fastening directions of the screw rods on the two sides of the bolt are opposite, and the cover die positioning body is connected with the upper surface of the panel cover die 36 in a welding mode; the panel cover die 36 is formed by rolling a steel plate with the thickness of 3 mm.
The supporting beam adjusting body 38 comprises a steel pipe screw rod with the diameter of 30mm and a bolt, and the fastening directions of the screw rods on the two sides of the bolt are opposite.
The bottom die supporting beam 39 is connected with the supporting beam positioning body 38 through a positioning rotating hinge 40, connected with the suspension supporting column 21 through a supporting beam rotating hinge 41, and connected with the inclined bottom die 42 through a bottom die positioning body 43; the bottom die supporting beam 39 is formed by rolling H-shaped steel with the specification of 100 multiplied by 6 multiplied by 8; the position-adjusting rotating hinge 40 and the support beam rotating hinge 41 are both spherical hinges with the diameter of 60mm, and the inclined bottom die 42 is formed by rolling a steel plate with the thickness of 3 mm.
The bottom die positioning body 43 comprises a positioning body groove plate 49, a positioning body lug plate 50 and a positioning body connecting bolt 51; the positioning body groove plate 49 is formed by rolling a steel plate with the thickness of 3mm, the cross section of the positioning body groove plate is in a U shape, the positioning body lug plate 50 is formed by rolling a steel plate with the thickness of 3mm, and the positioning body lug plate 50 is provided with a screw hole connected with the positioning body connecting bolt 51; the positioning body connecting bolt 51 is formed by rolling a screw rod with the diameter of 30 mm.
A bottom die connecting plate 52 is arranged on the lower surface of the inclined bottom die 42; the bottom die connecting plate 52 is formed by rolling a steel plate having a thickness of 10mm, and the bottom die connecting plate 52 is provided with a screw hole connected to the positioning body connecting bolt 51.
The face plate end die 44 is rolled from a steel plate having a thickness of 3 mm.
The oblique hanging beam 45 is formed by rolling a steel plate with the thickness of 10mm, the width of the oblique hanging beam is 10cm, and the height of the oblique hanging beam is 5 cm; a hanging beam sliding groove 53 with a cross-shaped cross section is arranged in the middle of the oblique hanging beam 45, and the pressing plate aligning body 54 and the inserting plate positioning body 55 are respectively connected with the oblique hanging beam 45 through a hanging beam sliding plate 56; the width of the hanging beam sliding groove 53 is 8 cm; the pressure plate retainer 54 is a hydraulic jack; the inserting plate positioning body 55 is formed by rolling a steel pipe screw rod and a nut with the diameter of 30mm, and the hanging beam sliding plate 56 is formed by rolling a steel plate with the thickness of 10 mm. The slide plate top-pulling plate 57 is a steel plate with a thickness of 10 mm.
One end of the inclined hanging beam 45 is connected with the supporting top beam 18 through a hanging beam rotating hinge 46, the other end of the inclined hanging beam 45 is connected with a hanging beam suspender 47 through a suspender end hinge 48, and the hanging beam suspender 47 is firmly connected with the supporting top beam 18 through a bolt; the hanging beam rotating hinge 46 and the hanging rod end hinge 48 are both spherical hinges with the diameter of 60mm, and the hanging beam hanging rod 47 is made of a steel pipe with the strength grade of Q345D and the diameter of 60 mm.
The sliding beam inhaul cable 58 is a steel wire rope with the diameter of 20mm and is connected with a beam hanging rolling machine 59; the hanging beam rolling machine 59 adopts a wire rope winch.
The perfusion connection pipe 60 is a steel pipe having a diameter of 100 mm.
The intercepting plugboard 64 comprises an intercepting cover plate 65, a plugboard top plate 66, a vertical pipe connecting pipe 61, a plugboard vertical pipe 67 and a pipe side pocket 62, and the plugboard vertical pipe 67 penetrates through the intercepting cover plate 65 and then is communicated with the vertical pipe connecting pipe 61; the standpipe connecting pipe 61 adopts a steel pipe with the diameter of 30mm, the pipe side bag 62 adopts a rubber sheet with the thickness of 2mm to be sewn into a closed cube, the closure cover plate 65 adopts a steel plate with the thickness of 2mm, the inserting plate top plate 66 adopts a rubber plate with the thickness of 3mm, and the inserting plate standpipe 67 adopts a steel pipe with the diameter of 30 mm.
The floor slab reinforcement cage 63 is formed by binding threaded reinforcements with diameters of 8mm and 12 mm.
Both the flat roof panel 68 and the inclined roof panel 69 are made of reinforced concrete material, and the strength grade of the concrete is C35.
The casting pressing plate 70 is formed by rolling a steel plate with the thickness of 3 mm.
The present invention is not limited to the above-mentioned preferred embodiments, and any other products in various forms can be obtained by the teaching of the present invention, but any changes in the shape or structure thereof, which have the same or similar technical solutions as the present invention, fall within the protection scope of the present invention.
Claims (9)
1. The utility model provides a structure is pour with flat roofing integration to oblique roofing, its characterized in that includes:
a first hoop (3), a second hoop (4) and a third hoop (5) are sequentially arranged on the lower structural column (1) from bottom to top, an external bracing beam (6) is arranged on the outer side of the second hoop (4), and a first bracing rib (7) is arranged between the external bracing beam (6) and the first hoop (3); the lower floor slab is characterized in that a column bottom supporting plate (10) and a platform supporting column (11) are sequentially arranged on a lower floor slab (2), a column top supporting beam (13) is arranged on a column top supporting plate (12) at the top end of the platform supporting column (11), a second supporting rib (15) is arranged between the column top supporting beam (13) and a third hoop (5), a top beam supporting column (17) is arranged on an external supporting beam (6), a supporting top beam (18) is arranged between top beam supporting columns (17) opposite to mirror images, a suspension supporting column (21) and a suspension cross brace (22) are sequentially arranged on the lower surface of the supporting top beam (18), platform rolling and pulling machines (26) are respectively arranged on the opposite top beam supporting columns (17), a suspension platform (27) is slidably connected with a top beam sliding groove (25), and a platform pull rope (29) is arranged between the platform rolling and pulling machines (26) and the suspension platform (27);
a platform top supporting plate (30) and a template supporting rod (31) are sequentially arranged on the column top supporting beam (13), a transverse bottom die (33) is arranged at the top of the template supporting rod (31), a column side supporting die (35) is connected with the lower structure column (1) through a fourth hoop (34), and the transverse bottom die (33) is connected with the column side supporting die (35);
the hanging cross brace (22) is provided with a panel cover die (36) facing the side of the transverse bottom die (33), the panel cover die (36) is arranged above the transverse bottom die (33), the hanging cross brace (22) is provided with a supporting beam aligning body (38), the bottom die supporting beam (39) is rotatably connected with the supporting beam aligning body (38) and a hanging supporting column (21) arranged on the hanging cross brace (22), the bottom die supporting beam (39) is connected with the inclined bottom die (42), the panel end die (44) is arranged at the top end of the inclined bottom die (42), one end of the inclined hanging beam (45) is connected with the supporting top beam (18) through a hanging beam rotating hinge (46), the other end of the inclined hanging beam is connected with a hanging beam hanger rod (47) through a hanger rod end hinge (48), the hanging beam hanger rod (47) is connected with the supporting top beam (18), and a closure inserting plate (64) is arranged in a gap of a floor slab reinforcement cage (63).
2. The sloping roof and flat roof integrated pouring structure according to claim 1, wherein the first positioning body (8) is arranged at the position where the first supporting rib (7) and the external supporting beam (6) are connected, a supporting beam fastening bolt (9) is arranged on the first positioning body (8), the second positioning body (16) is arranged at the position where the second supporting rib (15) and the column top supporting beam (13) are connected, and a supporting beam fastening bolt (9) is arranged on the second positioning body (16).
3. The sloping roof and flat roof integrated pouring structure according to claim 1, wherein the suspension platform (27) is connected with the top beam sliding groove (25) of the supporting top beam (18) through a platform sliding plate (28), and the platform sliding plate (28) is arranged in the top beam sliding groove (25).
4. The pitched roof and flat roof integrated pouring structure according to claim 1, wherein the bottom die positioning body (43) comprises a positioning body groove plate (49), positioning body ear plates (50) and positioning body connecting bolts (51), the positioning body ear plates (50) are symmetrically arranged at two sides of the positioning body groove plate (49), and the positioning body connecting bolts (51) below the pitched bottom die (42) penetrate through the positioning body ear plates (50) to realize connection.
5. The cast structure of the sloping roof and the flat roof as claimed in claim 1, wherein the middle part of the sloping hanging beam (45) is provided with a hanging beam chute (53) with a cross-section, the hanging beam sliding plate (56) is arranged in the hanging beam chute (53), the pressing plate aligning body (54) is arranged at the bottom of the hanging beam sliding plate (56) and connected with the sloping hanging beam (45), and the inserting plate positioning body (55) is connected with the hanging beam sliding plate (56) and connected with the sloping hanging beam (45).
6. The sloping roof and flat roof integrated pouring structure according to claim 5, wherein the hanging beam sliding plate (56) is connected with a sliding beam cable (58) through a sliding plate top pulling plate (57), the sliding beam cable (58) is connected with a hanging beam rolling machine (59), and the hanging beam rolling machine (59) is connected with the upper surface of the sloping hanging beam (45).
7. The sloping roof and flat roof integrated pouring structure according to claim 1, wherein the closure insert plate (64) comprises a closure cover plate (65), an insert plate top plate (66), a riser connecting pipe (61), an insert plate riser (67) and a pipe side pocket (62), the closure cover plate (65) covers the top side of the insert plate top plate (66), the riser connecting pipe (61) is arranged on the top side of the closure cover plate (65), the insert plate riser (67) passes through the closure cover plate (65) and then is communicated with the riser connecting pipe (61), the pipe side pocket (62) is arranged below the insert plate top plate (66), and the insert plate riser (67) is inserted into the pipe side pocket (62).
8. The pitched roof and flat roof integrated casting structure according to claim 1, wherein the bottom die supporting beam (39) is connected with the supporting beam positioning body (38) through a positioning rotating hinge (40), and is connected with the suspension supporting column (21) through a supporting beam rotating hinge (41).
9. The pitched roof and flat roof integrated pouring structure according to claim 1, wherein a top beam positioning body (20) is arranged at the top end of the top beam supporting column (17), a column bottom supporting groove (23) is arranged at the bottom of the top beam supporting column (17), the column bottom supporting groove (23) is sleeved on the external supporting beam (6), and the column bottom supporting groove (23) is connected with the external supporting beam (6) through a supporting beam stirrup (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023246214.7U CN214364515U (en) | 2020-12-29 | 2020-12-29 | Integrated pouring structure for inclined roof and flat roof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202023246214.7U CN214364515U (en) | 2020-12-29 | 2020-12-29 | Integrated pouring structure for inclined roof and flat roof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214364515U true CN214364515U (en) | 2021-10-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202023246214.7U Active CN214364515U (en) | 2020-12-29 | 2020-12-29 | Integrated pouring structure for inclined roof and flat roof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214364515U (en) |
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2020
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