CN114753525B - Connecting structure of L-shaped constructional column and independent foundation of assembled composite wallboard and construction method of assembled composite wall - Google Patents
Connecting structure of L-shaped constructional column and independent foundation of assembled composite wallboard and construction method of assembled composite wall Download PDFInfo
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- CN114753525B CN114753525B CN202210310929.9A CN202210310929A CN114753525B CN 114753525 B CN114753525 B CN 114753525B CN 202210310929 A CN202210310929 A CN 202210310929A CN 114753525 B CN114753525 B CN 114753525B
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- 239000002131 composite material Substances 0.000 title claims abstract description 60
- 238000010276 construction Methods 0.000 title claims abstract description 43
- 239000004567 concrete Substances 0.000 claims abstract description 43
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 27
- 239000010959 steel Substances 0.000 claims abstract description 27
- 238000011065 in-situ storage Methods 0.000 claims abstract description 12
- 230000002787 reinforcement Effects 0.000 claims description 28
- 238000004519 manufacturing process Methods 0.000 claims description 14
- 210000003205 muscle Anatomy 0.000 claims description 9
- 238000005266 casting Methods 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 6
- 238000000034 method Methods 0.000 claims description 5
- 238000003466 welding Methods 0.000 claims description 3
- 239000010410 layer Substances 0.000 description 8
- 239000000463 material Substances 0.000 description 6
- 238000009413 insulation Methods 0.000 description 4
- 238000004321 preservation Methods 0.000 description 4
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 238000004134 energy conservation Methods 0.000 description 3
- 230000007613 environmental effect Effects 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- 238000005284 basis set Methods 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000002485 combustion reaction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 238000006386 neutralization reaction Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
- E04B2/66—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete characterised by special cross-section of the elongated members
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0604—Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods
- E04C5/0609—Closed cages composed of two or more coacting cage parts, e.g. transversally hinged or nested parts
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2600/00—Miscellaneous
- E02D2600/20—Miscellaneous comprising details of connection between elements
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
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- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses an assembled composite wallboard L-shaped constructional column and independent foundation connection structure and an assembled composite wall construction method, which comprise a foundation beam, an independent foundation, a foundation cushion layer and an L-shaped constructional column, wherein the foundation cushion layer is arranged below the foundation beam and the independent foundation, the independent foundation is arranged at an L-shaped corner of the foundation beam, the foundation beam and the independent foundation are cast together in situ by concrete to form a whole, the upper surface of the foundation beam is provided with a concave groove with an upward opening, the lower part of the assembled composite wallboard is fixedly connected in the concave groove, the independent foundation is provided with an L-shaped groove, steel plates are pre-embedded on each side elevation of the L-shaped groove, the lower part of the L-shaped constructional column is inserted into the L-shaped groove, the lower part of the L-shaped constructional column and the independent foundation are cast together by cast in situ concrete to form a whole, and the assembled composite wallboard is fixedly connected with the L-shaped constructional column. The invention realizes the assembly construction of the constructional column, greatly reduces the workload of wet operation on a construction site and shortens the construction period.
Description
Technical Field
The invention relates to an L-shaped constructional column and independent foundation connection structure of an assembled composite wall board and an assembled composite wall construction method, and belongs to the technical field of assembled concrete building structure engineering.
Background
In the construction industry, the traditional cast-in-situ operation produces larger garbage, and the disposal of construction garbage is a great difficulty which puzzles the urban development; the wet cast-in-situ operation has serious environmental pollution, waste of water resources, dust pollution, noise pollution and other serious problems; most of cast-in-situ operations are performed manually on construction sites, are greatly affected by weather, and are not beneficial to improvement of engineering quality; the labor efficiency is low, and along with the continuous rising of the wages of construction workers, the construction cost of the traditional construction industry is higher and higher; the construction period is longer, and the material waste is serious.
Compared with the traditional building mode, most building components of the assembled building are produced and processed in workshops; the assembly operation is carried out on the construction site, so that the assembly operation is rapid and convenient; adopting building and decoration integrated design and construction; design standardization and management informatization; meets the requirements of green buildings in China. The assembled building is beneficial to improving the construction quality, accelerating the engineering progress, adjusting the supply relation, improving the construction quality, civilized construction, safety management, environmental protection and saving resources. Among them, the fabricated shear wall structure is the most widely used and fastest growing fabricated concrete structure technology in China in recent years. The assembled concrete shear wall structure is a concrete shear wall structure which is formed by completely or partially adopting prefabricated wallboard components and post-pouring concrete and cement-based grouting materials in a reliable connection mode.
The assembled heat insulating sandwich concrete composite shear wall is a composite wall body integrating structure and heat insulation. The main structure of the reinforced concrete slab comprises an inner reinforced concrete slab and an outer reinforced concrete slab and a sandwich insulation board. The wall body meets the requirements of building structure and heat preservation integration. Under the requirements of energy conservation and environmental protection, the assembled heat-preservation sandwich concrete composite shear wall can effectively shorten the construction period, save the fund cost, improve the durability, fire resistance limit, heat transfer coefficient, economical efficiency, combustion grade and other performances of the outer wall structure of the building, solve the problems that the traditional outer surface thin-plastering outer wall heat preservation system commonly has hidden dangers such as easy crack generation, leakage, hollowing, falling off, main structure construction and outer wall heat preservation system construction respectively, lead to long construction period, shorter service life than the structural life, difficult later maintenance and the like. Meanwhile, the assembled heat-insulating sandwich concrete composite shear wall can also be constructed together through the heat-insulating system and the main building system, so that the outer wall heat-insulating system serving as a hidden project can monitor and control a series of problems including thickness, quality, energy-saving indexes and the like of a heat-insulating layer in the construction process, thereby preventing potential quality hazards caused by human factors and fundamentally controlling the heat-insulating performance of the outer wall of the building. Has important significance for promoting energy conservation and emission reduction of buildings and realizing 'carbon neutralization' targets.
At present, the connection of longitudinal and transverse walls in an assembled concrete structure is generally to arrange constructional columns at connection corners, and the constructional columns are directly cast in situ on a foundation. Based on this, the research and development of the subject group has been conducted on an assembled concrete composite shear wall in which an L-shaped constructional column is prefabricated in a wall body. Conventional fully cast-in-place constructional column practices have failed to meet the current needs.
In summary, developing a connection structure suitable for an L-shaped constructional column and a foundation of an assembled composite shear wallboard with high assembly rate, convenient construction and stable mechanical property is an important direction of current research.
Disclosure of Invention
The invention aims to solve the technical problems of large wet operation workload, long construction period, inconvenience for assembly construction and the like of an assembled concrete structure constructional column on a construction site by providing an L-shaped constructional column and independent foundation connection structure of an assembled composite wallboard and an assembled composite wall construction method.
In order to solve the technical problems, the invention adopts the following technical scheme:
the utility model provides an assembled composite wallboard L shape constructional column and independent basis connection structure includes foundation beam, independent basis, foundation mat layer, L shape constructional column, the foundation mat layer is located the foundation beam with below of independent basis, independent basis sets up the L shape corner of foundation beam, the foundation beam with the independent basis all adopts concrete to pour together in the scene and forms a whole, the upper surface of foundation beam is equipped with the concave groove that the opening is up, the lower part fixed connection of assembled composite wallboard is in the concave groove, independent basis is equipped with L shape groove, the notch size of L shape groove is less than the tank bottom size of L shape groove all pre-buried be equipped with the steel sheet on each side facade of L shape constructional column, the lower part of L shape constructional column inserts in the L shape inslot, the lower part of L shape constructional column through cast in the scene concrete with independent basis is pour together and is formed a whole, assembled composite wallboard with L shape constructional column fixed connection.
Preferably, the upper part of the L-shaped constructional column is formed by pouring concrete and a reinforcement cage, the bottom of the L-shaped constructional column is provided with the extended reinforcement cage, and the extended reinforcement is inserted into the L-shaped groove and forms a whole with the independent foundation by pouring concrete.
Preferably, an L-shaped steel plate is fixedly connected to the tail end of the extended reinforcement cage.
Preferably, the steel reinforcement cage that extends is equipped with a plurality of indulges muscle and a plurality of stirrup, and a plurality of the stirrup is along vertical direction interval setting on indulging the muscle the end welding of indulging the muscle has L shape steel sheet.
Preferably, the flange of the L-shaped constructional column is positioned outside the inner leaf of the assembled composite wallboard 1, and the web of the L-shaped constructional column protrudes out of the assembled composite wallboard 1 and is positioned inside the inner leaf.
Preferably, the concrete used in the fabricated composite wallboard is recycled concrete.
The concrete implementation method of the assembled composite wall adopting the connecting structure comprises the following steps:
step one: manufacturing inner and outer leaf reinforcement meshes of the wallboard, manufacturing tie bars, and finishing manufacturing a reinforcement cage of the assembled composite wallboard;
step two: supporting templates, pouring to finish the assembly type composite wallboard and curing to finish the manufacturing and mounting of the heat insulation board;
step three: manufacturing a reinforcement cage and a formwork of the shape constructional column, pouring the upper part of the L-shaped constructional column, and curing;
step four: casting a foundation beam and an independent foundation on a foundation cushion layer in situ, in the casting process, presetting a concave groove on the upper surface of the foundation beam, presetting an L-shaped groove on the independent foundation, and pre-burying steel plates on each side elevation of the L-shaped groove;
step five: placing the prefabricated assembled composite wallboard in the second step in a concave groove, placing a reinforcement cage at the lower part of the prefabricated structural column in the third step in an L-shaped groove, and fixedly connecting the assembled composite wallboard with a foundation beam after adjusting the positions of the assembled composite wallboard and the L-shaped structural column;
step six: the formwork is used for pouring the connection position of the L-shaped constructional column and the independent foundation, namely pouring concrete into the poured L-shaped groove and curing, so that the L-shaped constructional column and the independent foundation are connected into a whole;
step seven: and after the concrete at the connection position of the L-shaped constructional column and the independent foundation reaches the curing target, installing a layer of wall.
The beneficial effects of adopting above-mentioned technical scheme to produce lie in:
1. the invention creatively provides the assembled composite wallboard with the L-shaped constructional column, and provides great convenience for site construction; the integral pouring of the independent foundation and the foundation beam is provided, and the integral connection of the constructional column and the wall body is realized; on the premise of keeping good connectivity between the cast-in-situ constructional column and the foundation and reliable force transmission, the assembly construction of the constructional column is realized, the wet work workload on the construction site is greatly reduced, the construction period is greatly shortened, and the construction concept of environmental protection at present is more met.
2. During assembly construction, steel plates laid on all side vertical surfaces inside the independent foundation L-shaped groove in advance, L-shaped steel plates at the bottom of the L-shaped constructional column and concrete poured in situ interact with each other, so that the constructional column and the independent foundation form a whole, the pulling resistance of the constructional column is enhanced, and the integrity is stronger, more stable and firm. Meanwhile, the material is saved, and the method is more economical.
3. When the independent foundation and the cast-in-place part of the L-shaped constructional column are poured, the construction is convenient, the number of workers on a construction site is greatly reduced, and the method has very important significance under the large background of current labor shortage.
4. Fully utilizes the recycled concrete material and has the advantages of green, environment-friendly and energy-saving. The prefabricated wall body concrete adopts recycled concrete replaced by 100% coarse aggregate, so that the mechanical properties of the components and the connecting nodes are ensured, the recycled materials are recycled, and the characteristics of green energy conservation and sustainability are fully reflected.
5. All used steel plates and steel bars are coated in concrete, high-performance mortar and high-strength grouting materials, and a reliable protective layer is formed outside the steel member, so that the steel plate has good corrosion resistance.
Drawings
FIG. 1 is a schematic diagram of an overall connection structure;
FIG. 2 is a schematic diagram of the connection structure of the independent foundation and foundation beams;
FIG. 3 is a schematic view of the structure of an L-shaped constructional column;
fig. 4 is a schematic structural view of a reinforcement cage of an L-shaped constructional column;
FIG. 5 is a schematic view of the structure of the independent foundation and L-shaped groove;
FIG. 6 is a schematic view of the connection of the L-shaped constructional column after being placed in the L-shaped groove;
in the figure: 1. assembled composite wall board; 2. a foundation beam; 3. an independent foundation; 4. a base cushion layer; 5. an L-shaped constructional column; 6. longitudinal ribs; 7. stirrups; 8. an L-shaped steel plate; 9. an L-shaped groove; 10. and (3) a steel plate.
Detailed Description
The following description of the embodiments of the present application will be made clearly and fully with reference to the accompanying drawings, in which it is evident that the embodiments described are only some, but not all, of the embodiments of the present application. All other embodiments, which can be made by one of ordinary skill in the art based on the embodiments herein without making any inventive effort, are intended to be within the scope of the present application.
As shown in fig. 1-6, the connection structure of the assembled composite wallboard L-shaped constructional column and the independent foundation comprises a foundation beam 2, an independent foundation 3, a foundation cushion 4 and an L-shaped constructional column 5, wherein the foundation cushion 4 is arranged below the foundation beam 2 and the independent foundation 3, the independent foundation 3 is arranged at the L-shaped corner of the foundation beam 2, the foundation beam 2 and the independent foundation 3 are cast together on site to form a whole, the upper surface of the foundation beam 2 is provided with a concave groove with an upward opening, the lower part of the assembled composite wallboard 1 is fixedly connected in the concave groove, the independent foundation 3 is provided with an L-shaped groove 9, and the notch size of the L-shaped groove 9 is smaller than the groove bottom size of the L-shaped groove 9, namely the L-shaped groove 9 is in a shape with a small opening and a large bottom. The strength of the concrete adopted by the independent foundation 3 is C30, the width of the upper notch of the L-shaped groove 9 is 200mm, and the lengths of two sides are 320mm; the width of the lower notch is 280mm, the lengths of the two sides of the lower notch are 400mm, and steel plates 10 are pre-embedded in the vertical faces of the inner sides of the notches. The steel plate 10 is wedge-shaped as a whole, after the L-shaped constructional column 5 is inserted into the L-shaped groove 9, concrete is poured at the joint of the L-shaped constructional column 5 and the independent foundation 3, so that the L-shaped constructional column 5 and the independent foundation 3 are integrated, and the possibility of pulling out the L-shaped constructional column 5 is reduced.
The lower part of the L-shaped constructional column 5 is inserted into the L-shaped groove 9, the lower part of the L-shaped constructional column 5 and the independent foundation 3 are poured together to form a whole through cast-in-place concrete, and the assembled composite wallboard 1 is fixedly connected with the L-shaped constructional column 5.
Specifically, the upper part of the L-shaped constructional column 5 is formed by pouring recycled concrete and a reinforcement cage, the extended reinforcement cage is reserved at the bottom of the L-shaped constructional column 5, and the extended reinforcement is inserted into the L-shaped groove 9 and is integrally formed with the independent foundation 3 by pouring concrete. The steel reinforcement cage that extends is equipped with a plurality of indulges muscle 6 and a plurality of stirrup 7, and a plurality of stirrups 7 are along vertical direction interval setting on indulging muscle 6, and the end welding at indulging muscle 6 is connected with L shape steel sheet 8. More specifically, the section width of the L-shaped constructional column 5 is 120mm, the two sides of the L-shaped constructional column are 240mm long, the L-shaped constructional column 5 is as high as the assembled composite wallboard 1, a steel reinforcement cage extends out of the bottom of the L-shaped constructional column 5, and a steel plate with the width of 120mm and the length of 240mm is welded at the tail end of a longitudinal rib 6 at the bottom of the steel reinforcement cage. The flanges of the L-shaped constructional column 5 are positioned outside the inner leaf plates of the assembled composite wall plate 1, and the web plates of the L-shaped constructional column 5 are protruded out of the assembled composite wall plate 1 and positioned inside the inner leaf plates. The main function of the L-shaped constructional column 5 is to serve as a vertical bearing member of the assembled composite external wall panel, and simultaneously serve as a connecting member of the assembled composite external wall panel at an L-shaped corner, so that the out-of-plane stress performance of the composite shear wall panel is enhanced, and the earthquake resistance of the composite shear wall panel is improved to a certain extent.
The concrete construction method of the assembled composite wall adopting the constructional column and the independent foundation structure comprises the following steps:
step one: manufacturing inner and outer leaf reinforcement meshes of the wallboard, manufacturing tie bars, and finishing manufacturing a reinforcement cage of the composite wallboard;
step two: supporting templates, pouring and curing the composite wallboard, and manufacturing and installing the heat-insulating board;
step three: manufacturing a reinforcement cage and a formwork of the L-shaped constructional column 5, pouring the upper part of the L-shaped constructional column 5, and curing;
step four: in-situ casting a foundation beam 2 and an independent foundation 3 on a foundation cushion layer 4, in the casting process, presetting a concave groove on the upper surface of the foundation beam 2, presetting an L-shaped groove 9 on the independent foundation, and pre-burying steel plates 10 on each side elevation of the L-shaped groove 9;
step five: placing the prefabricated assembled composite wallboard 1 in the second step in a concave groove, placing a reinforcement cage at the lower part of the prefabricated L-shaped constructional column 5 in the third step in an L-shaped groove 9, adjusting the positions of the assembled composite wallboard 1 and the L-shaped constructional column 5, and fixedly connecting the assembled composite wallboard 1 with a foundation beam 2 through self-tapping nails;
step six: the formwork is used for pouring the connection position of the L-shaped constructional column 5 and the independent foundation 3, namely pouring concrete into the poured L-shaped groove 9 and curing, so that the L-shaped constructional column 5 and the independent foundation 3 are connected into a whole;
step seven: and after the concrete at the connection position of the L-shaped constructional column 5 and the independent foundation 3 reaches the curing target, installing a layer of wall.
Compared with the traditional pure cast-in-situ constructional column, the connecting structure disclosed by the invention has the advantages that the wet operation workload of a construction site is greatly reduced on the premise of ensuring the reliable connection between the constructional column and a foundation, the wall body and the foundation beam are connected by using the steel plate self-tapping screw, great convenience is provided for pouring concrete in a node area, labor and templates are saved, the node structure is simplified, the processing is convenient, the construction difficulty and the engineering cost are greatly reduced while the assembly rate is improved, and the connecting structure has the characteristics of high assembly rate, convenience in construction, excellent mechanical property and the like, is suitable for the connection structure of the L-shaped constructional column of the assembled heat-insulation sandwich concrete composite shear wallboard and an independent foundation, and can provide references for relevant engineering design construction.
The present invention is not limited to the above-mentioned embodiments, and any person skilled in the art, based on the technical solution of the present invention and the inventive concept thereof, can be replaced or changed within the scope of the present invention.
Claims (2)
1. The utility model provides an assembled composite wallboard L shape constructional column and independent basis connection structure, its characterized in that includes foundation beam (2), independent basis (3), foundation mat layer (4), L shape constructional column (5), foundation mat layer (4) are located foundation beam (2) with the below of independent basis (3), independent basis (3) set up foundation beam (2)'s L shape corner, foundation beam (2) all adopt concrete together in the scene to pour into one piece with independent basis (3), foundation beam (2)'s upper surface is equipped with the concave slot of opening up, assembled composite wallboard (1)'s lower part fixed connection is in concave slot, independent basis (3) are equipped with L shape groove (9), the notch size of L shape groove (9) is less than the tank bottom size of L shape groove (9), all be equipped with steel sheet (10) on each side facade of L shape groove (5), L shape constructional column (5) lower part inserts in L shape (9), L shape constructional column (5) are through the cast together with concrete together in the scene and are fixed in composite wallboard (1) and are formed in the composite wallboard (2);
the upper part of the L-shaped constructional column (5) is formed by pouring concrete and a reinforcement cage, the bottom of the L-shaped constructional column (5) is provided with the extended reinforcement cage, and the extended reinforcement cage is inserted into the L-shaped groove (9) and forms a whole with the independent foundation (3) by pouring concrete;
the steel reinforcement cage that extends is equipped with a plurality of indulges muscle (6) and a plurality of stirrup (7), and a plurality of stirrups (7) are along vertical direction interval setting on indulging muscle (6), are connected with L shape steel sheet (8) at the end welding of indulging muscle (6).
2. A construction method for realizing the connection structure of the L-shaped constructional column of the assembled composite wallboard and the independent foundation according to claim 1, which is characterized by comprising the following specific implementation method:
step one: manufacturing inner and outer leaf reinforcement meshes of the wallboard, manufacturing tie bars, and finishing a reinforcement cage of the assembled composite wallboard (1);
step two: supporting templates, pouring, namely finishing the assembly type composite wallboard (1) and curing, and finishing the manufacturing and mounting of the assembly type composite wallboard (1);
step three: manufacturing a reinforcement cage and a formwork of the L-shaped constructional column (5), pouring the upper part of the L-shaped constructional column (5), and curing;
step four: in-situ casting a foundation beam (2) and an independent foundation (3) on a foundation cushion layer (4), in the casting process, presetting a concave groove on the upper surface of the foundation beam (2), presetting an L-shaped groove (9) on the independent foundation, and pre-burying steel plates (10) on each side elevation of the L-shaped groove (9);
step five: placing the prefabricated assembled composite wallboard (1) in the second step in a concave groove, placing a reinforcement cage at the lower part of the prefabricated L-shaped constructional column (5) in the third step in an L-shaped groove (9), and fixedly connecting the assembled composite wallboard (1) with a foundation beam (2) after adjusting the positions of the assembled composite wallboard (1) and the L-shaped constructional column (5);
step six: the formwork is used for pouring the connection position of the L-shaped constructional column (5) and the independent foundation (3), namely pouring concrete into the pouring L-shaped groove (9) and curing, so that the L-shaped constructional column (5) and the independent foundation (3) are connected into a whole;
step seven: and after the concrete at the connection position of the L-shaped constructional column (5) and the independent foundation (3) reaches the curing target, installing a layer of wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210310929.9A CN114753525B (en) | 2022-03-28 | 2022-03-28 | Connecting structure of L-shaped constructional column and independent foundation of assembled composite wallboard and construction method of assembled composite wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210310929.9A CN114753525B (en) | 2022-03-28 | 2022-03-28 | Connecting structure of L-shaped constructional column and independent foundation of assembled composite wallboard and construction method of assembled composite wall |
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|---|---|
| CN114753525A CN114753525A (en) | 2022-07-15 |
| CN114753525B true CN114753525B (en) | 2023-12-29 |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545111A (en) * | 2017-01-18 | 2017-03-29 | 天津城建大学 | For the prefabricated constructional column at body of wall external corner, rammed earth wall construction and its construction method |
| CN108625491A (en) * | 2018-03-19 | 2018-10-09 | 北京工业大学 | Assembled H profile steel column-isolated footing-concrete collar tie beam L-shaped connecting node |
| CN208815776U (en) * | 2018-08-17 | 2019-05-03 | 中建二局第三建筑工程有限公司 | Cast-in-place wall constructional column |
| CN110485553A (en) * | 2019-09-06 | 2019-11-22 | 泰州市保力装配式住宅工业有限公司 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
| CN112695794A (en) * | 2021-01-07 | 2021-04-23 | 中铁建设集团有限公司 | Precast concrete L shape post rim of a cup basis |
-
2022
- 2022-03-28 CN CN202210310929.9A patent/CN114753525B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106545111A (en) * | 2017-01-18 | 2017-03-29 | 天津城建大学 | For the prefabricated constructional column at body of wall external corner, rammed earth wall construction and its construction method |
| CN108625491A (en) * | 2018-03-19 | 2018-10-09 | 北京工业大学 | Assembled H profile steel column-isolated footing-concrete collar tie beam L-shaped connecting node |
| CN208815776U (en) * | 2018-08-17 | 2019-05-03 | 中建二局第三建筑工程有限公司 | Cast-in-place wall constructional column |
| CN110485553A (en) * | 2019-09-06 | 2019-11-22 | 泰州市保力装配式住宅工业有限公司 | A kind of assembled architecture and its assembly method on prefabricated assembled basis |
| CN112695794A (en) * | 2021-01-07 | 2021-04-23 | 中铁建设集团有限公司 | Precast concrete L shape post rim of a cup basis |
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| CN114753525A (en) | 2022-07-15 |
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