CN212201282U - Cast-in-situ large-area reinforced concrete hollowed special-shaped column mold - Google Patents
Cast-in-situ large-area reinforced concrete hollowed special-shaped column mold Download PDFInfo
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- CN212201282U CN212201282U CN201922169722.0U CN201922169722U CN212201282U CN 212201282 U CN212201282 U CN 212201282U CN 201922169722 U CN201922169722 U CN 201922169722U CN 212201282 U CN212201282 U CN 212201282U
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 26
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 9
- 239000004567 concrete Substances 0.000 claims abstract description 44
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 239000011796 hollow space material Substances 0.000 claims abstract description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 239000000463 material Substances 0.000 claims description 8
- 229910052751 metal Inorganic materials 0.000 claims description 7
- 239000002184 metal Substances 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 239000011888 foil Substances 0.000 claims description 3
- 206010066054 Dysmorphism Diseases 0.000 abstract description 6
- 238000000926 separation method Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 53
- 238000000034 method Methods 0.000 description 18
- 238000013461 design Methods 0.000 description 14
- 239000010410 layer Substances 0.000 description 9
- 238000012545 processing Methods 0.000 description 8
- 238000009415 formwork Methods 0.000 description 6
- 238000002360 preparation method Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 4
- 238000003754 machining Methods 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 239000002002 slurry Substances 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000007689 inspection Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 3
- 239000011241 protective layer Substances 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000005611 electricity Effects 0.000 description 2
- 239000004744 fabric Substances 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 238000010009 beating Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005056 compaction Methods 0.000 description 1
- 230000002354 daily effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000003203 everyday effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
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- 238000005086 pumping Methods 0.000 description 1
- 238000012549 training Methods 0.000 description 1
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Abstract
The utility model discloses a cast-in-situ large-area reinforced concrete hollowed special-shaped column mould, which comprises a shell mould and a reinforced supporting structure for supporting the shell mould; the shell-shaped die is formed by splicing two circular arc-shaped side templates to form a hollow space, one side of the upper end of each side template is provided with an inclined supporting part, the other side of the upper end of each side template is provided with a connecting part, the middle parts of the side templates are provided with lug holes, the lower parts of the side templates are mutually spliced to form a cylindrical concrete pouring space, and internal supporting rods are formed between the side templates through steel pipes or square timbers; the reinforcing steel bar supporting structure is arranged on the outer side of the inclined supporting part of the side template, the reinforcing steel bar supporting structure comprises a supporting vertical rod and a supporting horizontal rod, the supporting vertical rod and the supporting horizontal rod are arranged in parallel with the column body, the supporting vertical rod and the supporting horizontal rod are perpendicular to each other and fixed, and the reinforcing steel bar supporting structure is mutually fixed with the lower part of the side template through a column hoop. The utility model discloses a cast-in-place large tracts of land reinforced concrete fretwork dysmorphism cylinder mould has convenient to use, the effectual easy abluent characteristics of separation.
Description
Technical Field
The utility model relates to a construction technical field specifically indicates a cast-in-place large tracts of land reinforced concrete fretwork dysmorphism column phantom.
Background
Due to social progress, in order to meet aesthetic requirements of people and design diversification of building structures, the construction problem of the special-shaped column, particularly the construction problem of large-area hollowed special-shaped inclined columns, needs to be solved.
In the current construction process, templates with small modulus are adopted at the arc-shaped part of a template system for assembly, but the supporting system of the template of the special-shaped column is easy to generate and unstable, the template system is easy to deform and cannot meet the design requirement of the special-shaped column, slurry leakage and other conditions are easy to occur at the assembly joint of the templates at the arc-shaped part, the finished product has saw-toothed slurry leakage concrete after the special-shaped column is completed, the appearance is poor, and the later-stage processes such as manual high-altitude grinding and polishing are needed.
The Chinese utility model patent application CN108374521A discloses a construction method of a concrete special-shaped column and a template supporting structure thereof, which comprises a cylindrical template, a supporting frame, oblique cantilever rods, horizontal cantilever rods and a steel wire rope, wherein the supporting frame is a cylindrical square frame which is erected at the inner side of the special-shaped column and has the same height as or higher than the special-shaped column, and the supporting frame supports the special-shaped column through a plurality of layers of oblique cantilever rods and a plurality of layers of horizontal cantilever rods; the steel wire ropes are arranged on two sides of the special-shaped column, one end of each steel wire rope is connected with the ground, and the other end of each steel wire rope is connected with the special-shaped column; the cylindrical template is formed by mutually socket-embedded connection of two semicircular templates, and the upper layer template and the lower layer template are also in socket-embedded connection. Compared with the prior art, the construction method of the concrete special-shaped column and the template supporting structure thereof have the advantages that the framework of the supporting structure is stable and simple, and the cost is saved; the concrete pouring of the column body has no quality defect, and the design requirement of the construction quality of the inclined cylinder is met.
However, the method does not mention the construction method of the large-area hollow special-shaped inclined column, and does not provide a corresponding solution.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a cast-in-place large tracts of land reinforced concrete fretwork dysmorphism column phantom has convenient to use, the effectual easy abluent characteristics of separation.
The utility model discloses can realize through following technical scheme:
the utility model discloses a cast-in-situ large-area reinforced concrete hollowed special-shaped column mould, which comprises a shell mould and a reinforced supporting structure for supporting the shell mould; the shell-shaped die is formed by splicing two circular arc-shaped side templates to form a hollow space, one side of the upper end of each side template is provided with an inclined supporting part, the other side of the upper end of each side template is provided with a connecting part, the middle parts of the side templates are provided with lug holes, the lower parts of the side templates are mutually spliced to form a cylindrical concrete pouring space, and internal supporting rods are formed between the side templates through steel pipes or square timbers; the reinforcing steel bar supporting structure is arranged on the outer side of the inclined supporting part of the side template, the reinforcing steel bar supporting structure comprises a supporting vertical rod and a supporting horizontal rod, the supporting vertical rod and the supporting horizontal rod are arranged in parallel with the column body, the supporting vertical rod and the supporting horizontal rod are perpendicular to each other and fixed, and the reinforcing steel bar supporting structure is mutually fixed with the lower part of the side template through a column hoop.
Further, the reinforcing steel bar supporting structure further comprises a supporting inclined rod, the supporting inclined rod is fixedly connected with the supporting vertical rod and the supporting horizontal rod, and the stability of the triangular structure is improved.
Furthermore, the column hoop is vertically fixed with the supporting vertical rod, the corners of the column hoop are fixedly bound with the intersection points of the supporting vertical rod, the non-corners of the column hoop are fixedly bound with the intersection points of the supporting vertical rod at intervals, and the supporting and fixing effects are good.
Furthermore, the interval of the supporting vertical rods is 0.4 meter, the step height of the supporting horizontal rods is 1.5 meters, and the interval of the column hoops is 4 meters, so that enough supporting and protecting strength is formed.
Furthermore, the interval of the column hoops is set to be small at the upper end and small at the lower end and large in the middle, and the column hoops are set according to the force bearing condition, so that the fixing effect is effectively guaranteed.
Furthermore, the connecting part is connected with a step or a plane channel, so that different use requirements are met.
Furthermore, the inner walls of the assembled joints of the side templates are attached with the thin metal coiled materials, so that the condition of slurry leakage in the concrete construction process at the joints is effectively prevented, the rough surface of the concrete after the templates are disassembled is avoided, materials are saved, and the appearance quality of the engineering is also ensured.
Further, the thin metal coiled material is made of iron sheet or aluminum foil.
The utility model discloses a another aspect lies in protecting the construction method of above-mentioned cast-in-place large tracts of land reinforced concrete fretwork dysmorphism column phantom, and this construction method includes following step: construction preparation → utilization of BIM deepening drawing → shell mold manufacturing → reinforcement support structure binding → shell mold installation → concrete pouring → formwork dismantling → concrete maintenance.
The construction method comprises the following specific steps:
s1, preparation for construction
Before the start of work, the design drawings are familiar carefully, and special construction schemes are compiled. And all constructors are trained before the job to learn construction drawings and construction technology,
S2 deepening drawing by using BIM
Firstly, lofting the plane line position, the space line position, the steel bar and the shape of a template of a drawing batter post by a BIM technology;
plane line position: because the oblique columns are distributed obliquely, the horizontal line position size of the oblique columns needs to be lofted according to the inclination angles of the columns, and the actual plane size is obtained;
space line position: accurately lofting each key point of the batter post in software, and accurately measuring the horizontal distance between each point and the corresponding axis so as to facilitate construction of each professional operation such as reinforcing steel bars, templates and the like;
reinforcing steel bar supporting structure, shell shape mould shape laying-out: the shell-shaped mould structure consists of 5 circles with different sizes, a lofting drawing can be drawn through software, lofting is carried out on the floor according to the lofting drawing, and the reinforcing steel bar supporting structure and the shell-shaped mould can be processed according to lofting large samples;
s3 template preparation
S3.1, processing and assembling shell mold
Processing the templates on the two sides of the shell-shaped molding according to the circular arc shape of the lofting large sample, assembling, connecting the two side templates into a hollow shell according to the width of the column to form a hollow space, arranging steel pipes or square wood at intervals of 400 mm inside the shell-shaped mold to form inner supporting rods, and connecting and reinforcing the inner supporting rods by using M14 butt screws;
s3.2, installing the template
Hoisting the shell mold to a structure by using a tower crane for integral installation, firmly connecting the cross brace diagonal rods and the column hoops at the full-space frame, and arranging a column embracing device every 4m to prevent the column body from overturning;
s4 binding of steel bar supporting structure
And S4.1, blanking and processing the supporting vertical rods and the supporting horizontal rods according to the design construction drawing and the requirements of the current specification and construction rules, and stacking the hanging plate marks on the processed reinforcing steel bars according to the types and the sizes so as to avoid misuse.
S4.2, processing and controlling of special-shaped stirrups
Before machining, a special-shaped inclined column large sample is released on site, the thickness of the protective layer is reversely pushed to obtain the size of the stirrup, and then CAD drawing is carried out to obtain the machining size of the stirrup. Before each stirrup with the special-shaped size is processed, a sample plate is processed, and mass production is carried out after the sample plate is qualified through inspection;
s4.3, binding and fixing
The crossing points of the supporting vertical rods and the supporting horizontal rods are all firmly tied by iron wires, the rest parts can be tied by adopting a quincunx type, and the tying points of the tying joints are not less than 3;
s5, pouring concrete: carrying out concrete pouring on the shell-shaped mould by adopting layered pouring;
s6, removing the template;
s7, concrete maintenance.
The utility model relates to a cast-in-place large tracts of land reinforced concrete fretwork dysmorphism column phantom has following beneficial effect:
the support stability is good, the reinforcing steel bar support structure is arranged outside the shell-shaped mould, and the support rod is arranged inside the shell-shaped mould, so that the stability of the cast-in-situ large-area reinforced concrete hollowed special-shaped column body mould structure is effectively ensured, and the deformation of the structure is avoided;
secondly, the construction efficiency is high, the special-shaped column body mould is hollowed out through cast-in-place large-area reinforced concrete, then the special-shaped column body mould is hoisted, and in the pouring construction process, the concrete is directly poured inside the shell mould to realize large-area batch construction, so that the working procedure is effectively optimized, and the construction efficiency is obviously improved;
thirdly, the construction quality is good, the cast-in-place large-area reinforced concrete hollowed special-shaped column body mould with the preset shape is processed before concrete construction through the cast-in-place large-area reinforced concrete hollowed special-shaped column body mould, the shape of the column is conveniently controlled, and the problem that the construction quality is poor due to the fact that the shape cannot meet the construction requirement in the construction process is solved.
Drawings
FIG. 1 is a schematic structural view of an embodiment 1 of a cast-in-place large-area reinforced concrete hollowed special-shaped column body model of the present invention;
FIG. 2 is a schematic structural view of an embodiment 2 of a cast-in-place large-area reinforced concrete hollowed special-shaped column body model of the present invention;
the reference numbers in the drawings include: 100. the supporting structure comprises a shell mould, 101, lifting lug holes, 102, a supporting part, 103, a connecting part, 104, concrete, 105, a supporting rod, 106, a column hoop, 200, a reinforcing steel bar supporting structure, 201, a supporting vertical rod, 202, a supporting horizontal rod, 203 and a supporting inclined rod.
Detailed Description
In order to make those skilled in the art better understand the technical solution of the present invention, the following provides a detailed description of the product of the present invention with reference to the embodiments and the accompanying drawings.
Example 1
As shown in fig. 1, the utility model discloses a cast-in-situ large-area reinforced concrete hollowed special-shaped column mold, which comprises a shell mold 100 and a reinforcing steel bar supporting structure 200 for supporting the shell mold 100; the shell-shaped mould 100 is formed by splicing two circular arc-shaped side templates to form a hollow space, one side of the upper end of each side template is provided with an inclined supporting part 102, the other side of the upper end of each side template is provided with a connecting part 103, the middle parts of the side templates are provided with lug holes 101, the lower parts of the side templates are mutually spliced to form a cylindrical concrete 104 pouring space, and an internal supporting rod 105 is formed between the side templates through a steel pipe or a square timber; the reinforcing steel bar supporting structure 200 is arranged at the outer side of the inclined supporting part 102 of the side formwork, the reinforcing steel bar supporting structure 200 comprises a supporting vertical rod 201 arranged in parallel with the column body and a supporting horizontal rod 202 fixed perpendicular to the supporting vertical rod 201, and the reinforcing steel bar supporting structure 200 is fixed with the lower part of the side formwork through a column hoop 106.
In this embodiment, the reinforcing bar supporting structure 200 further includes a supporting diagonal rod 203, and the supporting diagonal rod 203 is fixedly connected to the supporting vertical rod 201 and the supporting horizontal rod 202. The column hoop 106 is vertically fixed with the supporting vertical rod 201, the intersection points of the corners of the column hoop 106 and the supporting vertical rod 201 are all bound and fixed, and the non-corners of the column hoop 106 and the intersection points of the supporting vertical rod 201 are bound and fixed in an interval mode.
In this embodiment, the spacing between the vertical supporting rods 201 is 0.4 m, the step height of the horizontal supporting rods 202 is 1.5 m, and the spacing between the column hoops 106 is 4 m. Meanwhile, in actual construction, in order to ensure the fixing effect, the interval of the column hoops 106 can be set to be small at the upper end and small at the lower end and large at the middle according to actual needs, so that the fixation with two loose ends and one dense end in the middle is realized.
In the present embodiment, the connection portion 103 is connected with a step.
In the embodiment, the inner wall of the splicing joint of the side template is attached with a thin metal coiled material; the thin metal coiled material is made of iron sheet or aluminum foil.
Example 2
As shown in fig. 2, in the present embodiment, a planar channel is connected to the connection portion 103.
Example 3
The utility model discloses a another aspect lies in protecting the construction method of above-mentioned cast-in-place large tracts of land reinforced concrete fretwork dysmorphism column phantom, and this construction method includes following step: construction preparation → utilization of BIM deepening drawing → shell mold manufacturing → reinforcement support structure binding → shell mold installation → concrete pouring → formwork dismantling → concrete maintenance.
Example 4
The construction method of the cast-in-situ large-area reinforced concrete hollowed special-shaped column body mold comprises the following specific steps:
s1, preparation for construction
Before the start of work, the design drawings are familiar carefully, and special construction schemes are compiled. Training all constructors before the job, and learning construction drawings and construction technology together;
s2 deepening drawing by using BIM
Firstly, lofting the plane line position, the space line position, the steel bar and the shape of a template of a drawing batter post by a BIM technology;
plane line position: because the oblique columns are distributed obliquely, the horizontal line position size of the oblique columns needs to be lofted according to the inclination angles of the columns, and the actual plane size is obtained;
space line position: accurately lofting each key point of the batter post in software, and accurately measuring the horizontal distance between each point and the corresponding axis so as to facilitate construction of each professional operation such as reinforcing steel bars, templates and the like;
reinforcing steel bar supporting structure, shell shape mould shape laying-out: the shell-shaped mould structure consists of 5 circles with different sizes, a lofting drawing can be drawn through software, lofting is carried out on the floor according to the lofting drawing, and the reinforcing steel bar supporting structure and the shell-shaped mould can be processed according to lofting large samples;
s3 template preparation
S3.1, processing and assembling shell mold
Processing the templates on the two sides of the shell-shaped molding according to the circular arc shape of the lofting large sample, assembling, connecting the two side templates into a hollow shell according to the width of the column to form a hollow space, arranging steel pipes or square wood at intervals of 400 mm inside the shell-shaped mold to form inner supporting rods, and connecting and reinforcing the inner supporting rods by using M14 butt screws;
s3.2, installing the template
Hoisting the shell mold to a structure by using a tower crane for integral installation, firmly connecting the cross brace diagonal rods and the column hoops at the full-space frame, and arranging a column embracing device every 4m to prevent the column body from overturning;
s4 binding of steel bar supporting structure
And S4.1, blanking and processing the supporting vertical rods and the supporting horizontal rods according to the design construction drawing and the requirements of the current specification and construction rules, and stacking the hanging plate marks on the processed reinforcing steel bars according to the types and the sizes so as to avoid misuse.
S4.2, processing and controlling of special-shaped stirrups
Before machining, a special-shaped inclined column large sample is released on site, the thickness of the protective layer is reversely pushed to obtain the size of the stirrup, and then CAD drawing is carried out to obtain the machining size of the stirrup. Before each stirrup with the special-shaped size is processed, a sample plate is processed, and mass production is carried out after the sample plate is qualified through inspection;
s4.3, binding and fixing
The crossing points of the supporting vertical rods and the supporting horizontal rods are all firmly tied by iron wires, the rest parts can be tied by adopting a quincunx type, and the tying points of the tying joints are not less than 3;
during construction, the following points must be noted: the arrangement sequence of the beam and column intersection steel bars is required to be bound, so that the steel bars are prevented from being extruded and displaced; the joints of the reinforcing steel bars are preferably arranged at the positions with small stress. Two or more joints are not suitable for the same longitudinal stressed steel bar. The distance from the tail end of the joint to the bending point of the steel bar is not less than 10 times of the diameter of the steel bar; the column steel bar protective layer is a customized plastic annular cushion block (the color is consistent with that of concrete), the interval is in a vertical arrangement of 800 mm, and steel bars on the upper part of the frame column are matched with the steel pipe temporary support; the stirrup is perpendicular to the main support vertical rod, the intersection points of the stirrup corner and the support vertical rod are bound, and the intersection points of the support vertical rod and the stirrup non-corner parts form quincuncial staggered binding. The overlapping part of the hooks of the stirrups is arranged along the vertical bars of the columns in a staggered way, and the stirrups are firmly bound. The hooping at the upper end and the lower end of the column is required to be encrypted, and the length of the encryption area and the distance between the hooping in the encryption area are required to meet the requirements of design drawings. When the design requires that the stirrup is provided with the lacing wire, the lacing wire is required to hook the stirrup; a temporary operation frame is erected and used for temporarily positioning the reinforcing steel bars, and temporary supports are arranged to prevent the reinforcing steel bars from shifting;
s5, pouring concrete
During construction, the following points must be noted: the construction of the special-shaped column structure is in accordance with the requirements of the existing national standard GB50204 of acceptance Standard for construction quality of concrete Structure engineering, and is matched with a design unit to make a special construction technical scheme and strictly execute the special construction technical scheme aiming at the characteristics of the special-shaped column structure; the free falling height of the concrete falling from the bucket is not more than 2m, and measures are needed when the pouring height is more than 2m, and a string barrel or a chute and the like are used; when pouring concrete, the pouring is carried out continuously in sections and layers, and the height of a pouring layer is determined according to the concrete supply capacity, the one-time pouring square amount, the initial setting time of the concrete, the structural characteristics and the comprehensive consideration of the density of reinforcing steel bars, and is generally 1.25 times of the length of the action part of the vibrator; the insertion type is used for fast insertion and slow pulling, insertion points are uniformly arranged and moved point by point, the sequential operation is carried out, the uniform compaction is carried out, and omission is avoided. The moving distance is not more than 1.5 times of the action radius of the vibrating rod and is generally 30-40 cm; and 5-10 cm of the lower layer is inserted when the upper layer is vibrated so as to ensure that the two layers of concrete are firmly combined. The moving distance of the flat vibrator can ensure that the flat plate of the vibrator covers the edge of the vibrated part; pouring is continuously carried out, joints are jointed before concrete is initially set in the presence of intermission, the time is generally not more than 2 hours, and otherwise, the pouring is carried out according to construction joints; in the concrete pouring process, each vehicle is required to check the slump numerical value, the workability of the concrete is controlled, and the quality of the poured concrete is ensured. Strictly forbidding a transport driver or a pumping machine to carry out secondary water addition on the concrete waiting for the over-long concrete, and actually measuring the concrete slump in time in the construction process; and compiling a record table of the construction process of the premixed concrete, namely 'four moments and six moments'. The fourth moment is the time of departure, the time of arrival, the time of pouring start and the time of pouring completion; and the six times comprise transportation time, waiting time, pouring each step time, total pouring consumption time, supply speed time and joint time. Strictly controlling the concrete pouring time; the allowable deviation of the dimension for the construction of the special-shaped column structure is required to meet the regulation of the specification, and the inspection method of the allowable deviation of the dimension is required to be executed according to the regulation of the existing national standard of acceptance of construction quality of concrete structure engineering GB 50204-2011; water, electricity and gas pipelines and cables cannot be reserved or embedded in the core area of the special-shaped column body and the node; when water, electricity and gas pipelines and cables are installed, the cross section of the column is not weakened;
s6, removing the template
During the formwork removal process, the following points must be noted: the template dismounting follows the principle of firstly supporting and then dismounting, then firstly dismounting, firstly dismounting the non-bearing template and then dismounting the bearing template, so that the template is prevented from colliding with a hard object, and a crowbar is prevented from beating; the strength of concrete of the non-bearing side template should reach 2.5N/mm2The template can be dismantled without the surface and edges and corners being damaged by removing the template; shell shapeThe hollow shell modeling template at the upper part of the mould is required to be detachable when the concrete strength can ensure that no collapse or crack occurs; in the form removal process, when the actual concrete strength does not meet the requirement and the quality problem influencing the structure safety is found, the form removal is suspended, and after appropriate treatment, the actual strength can be continuously removed after meeting the requirement; the method comprises the following steps of (1) applying for form removal before form removal, and when the record of the form removal strength reaches a specified standard according to the same condition, submitting the application for form removal to a supervision engineer, wherein the application can be implemented after approval; the removed template must be removed and cleaned at the same time, so as to avoid the occurrence of accidents caused by the fact that the nails prick the feet and block the traffic. A suspended plate cannot be left after the dismantling; when the form is removed, people cannot be in the lower part, and an alarm ring line must be arranged in the form removal area to prevent people from being mistakenly thrown into the form and being injured by smashing; the demolished template is conveyed downwards, and the template must be demolished by adopting a method of prying violently so as to cause large pieces to collapse.
S7, concrete maintenance
During the dismantling process, the following matters are emphasized: after the template is removed, the surface of the concrete special-shaped inclined column is wrapped by plastic cloth in time; watering the column head to ensure that the plastic cloth of the column body is fully wetted, wherein the watering frequency is determined according to the condition that the concrete can be kept in a wetted state, and the column body is watered twice every day; watering and maintaining time is more than or equal to 7 days until design strength is reached; when the daily average temperature is lower than 5 ℃, watering and maintaining are not required.
The process principle of the utility model is as follows: the method is characterized in that a BIM technology is utilized to deeply design shell-shaped pattern paper of a large-area hollowed-out special-shaped inclined column, an inner mold system and an outer mold system are optimized, the molding impression meets the design requirements, an external support and a batten or a steel bar form the inner mold support system through a steel bar support structure, the special-shaped column is spliced into a special-shaped column design shape through strategies, thin metal coiled materials are laid on the pouring sides of the inner mold and the outer mold, slurry does not leak from the splicing seams of the arc parts of the templates, an existing steel pipe scaffold on a construction site is utilized to stabilize the special-shaped column steel bar system and the template system, and the inner mold formwork.
In the description of the present invention, it is to be understood that the terms such as "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like, indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "connected," and "fixed" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
The above embodiments are only specific embodiments of the present invention, and the description thereof is specific and detailed, but not construed as limiting the scope of the present invention. It should be noted that, for a person skilled in the art, many variations and modifications are possible without departing from the inventive concept, and such obvious alternatives fall within the scope of the invention.
Claims (8)
1. A cast-in-situ large-area reinforced concrete hollowed special-shaped column mould is characterized by comprising a shell mould and a reinforced supporting structure for supporting the shell mould;
the shell-shaped die is formed by splicing two circular arc-shaped side templates to form a hollow space, an inclined supporting part is arranged on one side of the upper end of each side template, a connecting part is arranged on the other side of the upper end of each side template, lug holes are formed in the middle of the side templates, the lower parts of the side templates are mutually spliced to form a cylindrical concrete pouring space, and internal supporting rods are formed between the side templates through steel pipes or square timbers;
reinforcing bar bearing structure sets up the outside of side form board tilting supporting part, reinforcing bar bearing structure include with cylinder parallel arrangement's support pole setting and with support pole setting mutually perpendicular fixed support horizon bar, reinforcing bar bearing structure passes through the hoop and fixes each other with side form board lower part.
2. The cast-in-place large-area reinforced concrete hollowed special-shaped column body mould as claimed in claim 1, characterized in that: the reinforcing steel bar supporting structure further comprises a supporting inclined rod, and the supporting inclined rod is fixedly connected with the supporting vertical rod and the supporting horizontal rod.
3. The cast-in-place large-area reinforced concrete hollowed special-shaped column body mould as claimed in claim 2, characterized in that: the column hoop is vertically fixed with the supporting vertical rod, the corners of the column hoop and the intersection points of the supporting vertical rod are all bound and fixed, and the non-corners of the column hoop and the intersection points of the supporting vertical rod are bound and fixed in an interval mode.
4. The cast-in-place large-area reinforced concrete hollowed special-shaped column body mould as claimed in claim 3, characterized in that: the interval of supporting vertical rods is 0.4 m, the step height of the supporting horizontal rods is 1.5 m, and the interval of column hoops is 4 m.
5. The cast-in-place large-area reinforced concrete hollowed special-shaped column body mould as claimed in claim 3, characterized in that: the interval of the column hoops is that the upper end and the lower end are small and the middle is large.
6. The cast-in-situ large-area reinforced concrete hollowed special-shaped column body mold as claimed in claim 4 or 5, wherein: the connecting part is connected with a step or a plane channel.
7. The cast-in-place large-area reinforced concrete hollowed special-shaped column body mould as claimed in claim 6, wherein: the inner wall of the splicing joint of the side templates is attached with a thin metal coiled material.
8. The cast-in-place large-area reinforced concrete hollowed special-shaped column body mould as claimed in claim 7, wherein: the thin metal coiled material is made of iron sheet or aluminum foil.
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821164A (en) * | 2019-12-06 | 2020-02-21 | 广西建工集团第五建筑工程有限责任公司 | Cast-in-situ large-area reinforced concrete hollowed special-shaped column body mould and construction method thereof |
| CN114562107A (en) * | 2022-04-02 | 2022-05-31 | 山西三建集团有限公司 | Integral reinforcement system construction method of concrete pouring splicing formwork of special-shaped curved column |
-
2019
- 2019-12-06 CN CN201922169722.0U patent/CN212201282U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821164A (en) * | 2019-12-06 | 2020-02-21 | 广西建工集团第五建筑工程有限责任公司 | Cast-in-situ large-area reinforced concrete hollowed special-shaped column body mould and construction method thereof |
| CN114562107A (en) * | 2022-04-02 | 2022-05-31 | 山西三建集团有限公司 | Integral reinforcement system construction method of concrete pouring splicing formwork of special-shaped curved column |
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Address after: No. 167, Donghuan Avenue, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee after: Guangxi construction engineering Fifth Construction Engineering Group Co.,Ltd. Address before: 545006 No. 167, east ring Avenue, Liuzhou City, Liuzhou City, Guangxi Zhuang Autonomous Region Patentee before: THE FIFTH CONSTRUCTION ENGINEERING COMPANY OF GUANGXI CONSTRUCTION ENGINEERING Group |
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Effective date of registration: 20240314 Granted publication date: 20201222 |