CN114592744B - Assembled ecological inner wall and convex foundation beam self-tapping screw block connection structure and manufacturing method - Google Patents
Assembled ecological inner wall and convex foundation beam self-tapping screw block connection structure and manufacturing method Download PDFInfo
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- CN114592744B CN114592744B CN202210273885.7A CN202210273885A CN114592744B CN 114592744 B CN114592744 B CN 114592744B CN 202210273885 A CN202210273885 A CN 202210273885A CN 114592744 B CN114592744 B CN 114592744B
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- 238000010079 rubber tapping Methods 0.000 title claims abstract description 62
- 238000004519 manufacturing process Methods 0.000 title description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 126
- 239000010959 steel Substances 0.000 claims abstract description 126
- 230000005540 biological transmission Effects 0.000 claims abstract description 56
- 239000004567 concrete Substances 0.000 claims abstract description 38
- 230000002787 reinforcement Effects 0.000 claims abstract description 34
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 27
- 238000000034 method Methods 0.000 claims abstract description 6
- 239000011150 reinforced concrete Substances 0.000 claims description 12
- 238000005266 casting Methods 0.000 claims description 8
- 239000002023 wood Substances 0.000 claims description 7
- 239000004568 cement Substances 0.000 claims description 5
- 239000011521 glass Substances 0.000 claims description 5
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 238000010422 painting Methods 0.000 claims description 3
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 3
- 238000009417 prefabrication Methods 0.000 description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 239000007767 bonding agent Substances 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000010881 fly ash Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 230000000452 restraining effect Effects 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000002910 solid waste Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
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- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
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- Joining Of Building Structures In Genera (AREA)
Abstract
The invention discloses a self-tapping screw block connection structure and a self-tapping screw block connection method for an assembled ecological inner wall and a convex foundation beam, and belongs to the technical field of assembled concrete structures. The self-tapping screw assembly is a steel-concrete combined block with the steel structure outline of 40mm formed by connecting a self-tapping screw assembly base Liang Chuanli steel plate with an ecological wallboard force transmission steel plate and a connecting steel plate, the reinforcement of the convex foundation beam is a convex double-limb stirrup cage, and the tenons of the foundation beam section protrusions are embedded into corresponding grooves at the bottom of the ecological wallboard to form a tongue-and-groove meshed connection structure, so that the earthquake shear force along the wallboard direction can be effectively resisted, the slippage of the bottom of the wallboard is restrained, and the wallboard is convenient to take place. The invention solves the technical problems that the upper surface of the traditional foundation beam is flat, which is not beneficial to the restriction of the foundation beam to the slippage of the ecological wallboard, the self-tapping screw assembly and centralized force transmission connection structure of the ecological wallboard and the convex foundation beam, the occlusion structure of the wallboard and the convex foundation Liang Qikou and the continuous force transmission connection structure of high-performance mortar, and has the technical advantage of cooperating with high-efficiency stress.
Description
Technical Field
The invention relates to a self-tapping screw block connection structure of an assembled ecological inner wall and a convex foundation beam and a manufacturing method thereof, and belongs to the technical field of assembled concrete structures.
Background
At present, the construction technology of the village and town low-multilayer ultralow-energy-consumption house, in particular to the construction technology of the assembled ultralow-energy-consumption low-multilayer house, which is quite deficient. The technical bottlenecks existing in the prior art are as follows:
(1) The traditional cast-in-situ shear wall is connected with the foundation beam by cast-in-situ concrete, so that the wet workload is high, the construction speed is low, and the problems of large construction waste discharge and large noise and environmental pollution exist in the construction process. (2) The traditional technology for connecting the shear wall with the foundation sleeve is high in manufacturing cost and is not suitable for connecting the assembled ecological inner wall with the foundation beam. (3) The upper surface of the traditional foundation beam is flat, the shearing resistance and the anti-sliding ability of the connection plane of the ecological wallboard and the foundation beam are weak, the ecological wallboard is inconvenient to be in place, and the foundation beam is unfavorable for lateral constraint of the foundation beam to the bottom edge of the ecological wallboard. (4) The self-tapping screw has lower price and is very suitable for the assembly of the reinforced concrete frame ecological wallboard and the foundation beam, but no matched connection structure exists before.
Disclosure of Invention
The invention aims to solve the technical problem of providing a self-tapping screw block connection structure and a construction method for an assembled ecological inner wall and a convex foundation beam, which adopt the convex foundation beam in a convex reinforcement form, thereby being convenient for positioning an ecological wallboard and effectively restraining the ecological wallboard from generating bottom sliding under the earthquake action in the wallboard direction.
In order to solve the technical problems, the invention adopts the following technical scheme: the self-tapping screw block connection structure of the assembled ecological inner wall and the convex foundation beam comprises an assembled ecological inner wall, a concrete floor slab and a convex foundation beam, wherein the assembled ecological inner wall is connected to the top of the convex foundation beam, and the concrete floor slab is connected to shoulders on two sides of the convex foundation beam;
the assembled ecological interior wall is prefabricated in a factory and comprises a frame and ecological plates filled in the frame, wherein the bottom of the frame is a frame bottom beam, the frame bottom beam is made of frame bottom beam reinforcement cage pouring concrete, a plurality of connecting steel plates are welded on two sides of the frame bottom beam reinforcement cage, a force transmission steel plate side groove is formed in the outer side of the connecting steel plate, and a frame groove is formed in the inner side of the connecting steel plate;
the convex foundation beam is made of convex reinforcement cage casting concrete, a plurality of convex foundations Liang Suntou are arranged on the convex foundation beam at intervals along the length direction of the beam, tenons of the convex foundation beam form protruding portions of the convex foundation beam, the convex foundations Liang Suntou are embedded into the frame grooves, a force transmission steel plate is welded on the convex reinforcement cage, and the force transmission steel plate is connected with the connecting steel plate through self-tapping screws.
Preferably, the convex reinforcement cage comprises convex stirrups formed by rectangular double-limb hoops, longitudinal stress reinforcement bars inside the convex stirrups and tie reinforcement bars.
Preferably, the force transmission steel plate is a straight steel plate welded on stirrups of the convex reinforcement cage and is arranged at two sides of the tenon of the convex foundation beam.
Preferably, a force transmission steel plate is adhered to the inner side of the force transmission steel plate, and the self-tapping screw penetrates through the force transmission steel plate and then stretches into the force transmission steel plate.
Preferably, a mortar cushion layer is paved between the tenons of the adjacent convex foundation beams, and the mortar cushion layer bonds the convex foundation beams and the frame bottom beams together.
Preferably, the connecting steel plate is a steel plate welded on the stirrups of the frame bottom beam reinforcement cage, the lower part of the steel plate is provided with self-tapping screw holes, and the upper part of the connecting steel plate is pre-buried in the frame bottom beam.
The method for connecting the assembled ecological inner wall and the convex foundation beam self-tapping screw assembly comprises the following steps:
the first step: prefabricating a convex concrete foundation beam with a force transmission steel plate; prefabricating an ecological wallboard with a first force transmission steel plate and a connecting steel plate; prefabricating reinforced concrete floor slabs;
and a second step of: coating glass cement on tenons of the convex foundation beams and paving high-performance mortar with the thickness of 10mm in grooves of adjacent tenons;
and a third step of: installing an ecological wallboard on a convex foundation beam paved with a high-performance mortar layer;
fourth step: a self-tapping screw freely penetrates through a hole of the ecological wallboard bottom beam connecting steel plate and the force transmission steel plate and then is connected with the force transmission steel plate on the tenon of the convex foundation beam in a self-tapping way;
fifth step: trowelling grooves at two sides of the ecological wallboard connecting steel plate by using high-performance mortar;
sixth step: installing a layer of floor slab on the convex foundation beam; and painting the wall body by adopting the inner wall decorative paint.
The beneficial effects of adopting above-mentioned technical scheme to produce lie in:
(1) The ecological wallboard and the convex foundation beam self-tapping screw block solve the following technical problems: 1) The invention adopts the convex foundation beam in the convex reinforcement type, which is convenient for the ecological wallboard to be in place and can effectively restrict the ecological wallboard from generating bottom sliding under the earthquake action in the wallboard direction; the technical problems that the upper surface of the traditional foundation beam is flat, the ecological wallboard is inconvenient to position and the foundation beam is unfavorable for lateral constraint of the bottom edge of the ecological wallboard are solved. The tenon protruding in the segmentation on the convex foundation beam imbeds the recess of ecological wallboard bottom, forms the connection structure of tongue-and-groove interlock, has showing the shearing capacity that has promoted the connection structure of ecological wallboard and foundation beam. 2) The self-tapping screw has lower price, and the self-tapping screw block connection structure of the assembled ecological inner wallboard and the convex foundation beam and the construction method solve the technical problem of the self-tapping screw connection assembly structure of the reinforced concrete frame ecological wallboard and the foundation beam. 3) The grooves between adjacent tenons of the convex foundation beams are paved with high-performance mortar layers, and the convex foundation beams and the lower frame beams of the ecological wallboards can resist earthquake shear forces born by the ecological wallboards under the bonding action of the high-performance mortar.
(2) The combined connection structure, the ecological wallboard and the convex foundation beam self-tapping screw assembly centralized force transmission connection structure, the ecological wallboard bottom beam groove and the convex foundation Liang Suntou rabbet are meshed, and the ecological wallboard and the high-performance mortar with the thickness of 10mm in the adjacent rabbet groove of the groove foundation beam are continuously force transmission connected to form a combination of a cooperative stress structure, and the combined structure has the advantages of the self-tapping screw assembly centralized force transmission and the high-performance mortar layer continuous force transmission combination.
Drawings
FIG. 1 is a schematic plan view of a building;
FIG. 2 is a sectional view of a self-tapping screw assembly node in the area of an assembled ecological interior wall and a convex foundation Liang Tuxing;
FIG. 3 is a cross-sectional view of a slurry-seated connection of an assembled ecological interior wall to a non-convex area of a convex foundation beam;
FIG. 4 is a perspective illustration of a fabricated ecological interior wall and male foundation beam self-tapping screw block connection configuration;
FIG. 5 is a perspective illustration of an assembled ecological interior wall and male foundation beam self-tapping screw assembly built-in steel structure;
FIG. 6 is a schematic view of the structure of an assembled ecological interior wall coupled to a convex foundation beam;
in the figure: 1. a frame bottom beam; 2. frame bottom beam reinforcement cage; 3. ecological plates; 4. connecting steel plates; 5. a force transmission steel plate side groove; 6. a frame groove; 7. a convex foundation beam; 8. a convex reinforcement cage; 9. a male base Liang Suntou; 10. a force transmission steel plate; 11. self-tapping nails; 12. wood blocks; 13. a concrete floor slab; 14. floor reinforcing steel bar net; 15. and (5) a mortar cushion layer.
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 figures 1-6, the self-tapping screw assembly is a steel plate welded by the bottom frame steel bars of the assembled ecological inner wall and used as a force transmission steel plate and a connecting steel plate, the lower part of the steel plate is provided with self-tapping screw holes, the steel plate is welded with the steel bars of the convex foundation beam, and a steel-concrete combined block with the outline of 40mm of the steel plates on two sides and comprising the convex foundation beam and the ecological wallboard is formed after the steel plates are connected by self-tapping screws.
The convex foundation beam is a convex concrete foundation beam formed by casting concrete by a steel reinforcement cage which is restrained by convex stirrups formed by double limb hoops and is formed by longitudinal ribs of the convex foundation beam, and a one-shaped connecting steel plate welded at the upper part of the convex stirrups, wherein the convex foundation beam is formed by welding protruding tenons of the connecting steel plates in a sectional manner, so as to form a great wall-shaped tongue-and-groove structure. After high-performance mortar with the thickness of 10mm is paved at the groove parts of adjacent tenons on the upper parts of the convex foundation beams, the tenons of the convex foundation beams with connecting steel plates are placed into the grooves of the bottom frame of the ecological wallboard, and the self-tapping nails are adopted to connect the self-tapping connecting steel plates on the tenons of the convex foundation beams after freely penetrating through the first connecting steel plate holes of the bottom frame of the ecological wallboard.
The ecological inner wall is an ecological wallboard formed by filling reinforced concrete frame lattices formed by reinforced concrete frame beams and columns and middle constructional columns into the lattices and light ecological environment-friendly plates. The light ecological environment-friendly plate is prepared from solid wastes such as fly ash, slag and the like.
Ecological interior wall bottom frame: the bottom frame of the ecological inner wall is a bottom beam with a segmented groove, and a steel plate which is used as a force transmission steel plate and a connecting steel plate and is provided with self-tapping screw holes at the lower part is positioned at the groove of the bottom frame of the ecological wall plate and is welded with stirrups at two sides of the groove. The force transmission steel plate at the tenon of the convex foundation beam is connected with a connecting steel plate at the groove of the frame at the bottom of the ecological inner wall through self-tapping nails.
The combined connection structure is a combination of a cooperative stress structure formed by a self-tapping screw block and centralized force transmission connection structure of the ecological wallboard and the convex foundation beam, a 10mm thick high-performance mortar force transmission connection structure of the ecological wallboard and the convex foundation beam, and a tongue-and-groove occlusion structure formed by a tenon of the convex foundation beam and a bottom beam groove of a frame of the ecological wallboard.
The connection relation of each part is as follows:
assembled ecological interior wall: the ecological interior wall factory prefabrication comprises an ecological interior wall concrete frame sill 1, a frame sill reinforcement cage 2, an ecological plate 3, a connecting steel plate 4 welded on frame stirrups at the bottom of an ecological wallboard and a frame groove 6.
Assembled convex foundation beam: the convex foundation beam is prefabricated in a factory, and is formed by casting concrete into a convex reinforcement cage 8 which is restrained by convex stirrups consisting of double-limb rectangular stirrups and consists of longitudinal stirrups of the foundation beam. The raised parts of the foundation beams are arranged along the length of the beams in a segmented mode to form a great wall-shaped tongue-and-groove structure which is called a convex foundation Liang Suntou, and a force transmission steel plate 10 is welded on the convex reinforcement cage 8. The convex foundation beam rabbet 9 is embedded into the frame groove 6 for assembly.
Self-tapping screw assembly is built-in steel structure: the built-in lower part of the ecological wallboard frame bottom beam is provided with a self-tapping screw hole, a force transmission steel plate is provided with a connecting steel plate 4, the upper part of the force transmission steel plate is welded with stirrups of the ecological wallboard frame bottom beam and anchored in the frame bottom beam, the lower part of the force transmission steel plate is connected with self-tapping screws of the force transmission steel plate 10 welded with stirrups on two sides of a convex foundation beam tenon 9, and a built-in steel structure of a concrete block of Liang Waikuo mm of the convex foundation and the ecological wallboard is arranged between the formed two side connecting steel plates.
Assembled concrete floor: the factory prefabrication of the concrete building is formed by casting concrete into a floor slab reinforcing steel bar net 14.
Frame sill 1: the bottom frame beam of the assembled ecological interior wall reinforced concrete frame is formed by casting fine stone concrete of C30-C40, a frame groove 6 is formed in the lower part section of the frame bottom beam, the upper part of the ecological wallboard concrete frame bottom beam is a ecological plate 3, and the rest non-groove parts of the frame groove 6 and the convex foundation beam rabbet 9 are assembled and connected with a mortar cushion layer 15.
Frame sill reinforcement cage 2: the steel bar structure in the frame bottom beam 1 consists of longitudinal stress steel bars and stirrups, and a connecting steel plate 4 which is used as a force transmission steel plate and a connecting steel plate and is provided with self-tapping screw holes at the lower part is welded on the steel bars.
Ecological plate 3: the reinforced concrete frame is a microporous light ecological concrete wallboard filled in the reinforced concrete frame, and the wallboard is light in dead weight, good in heat preservation and sound insulation and economical in price.
Connecting steel plate 4: the steel plate is a steel plate welded on stirrups of a frame bottom beam reinforcement cage 2 and used as a force transmission steel plate and a connecting steel plate, the lower part of the steel plate is provided with self-tapping screw holes, the upper part of the steel plate is embedded in the frame bottom beam 1, and the inside of the connecting steel plate 4 is provided with a frame groove 6.
Force transmission steel plate side groove 5 of wallboard force transmission steel plate and connecting steel plate: is a groove on two sides of the connecting steel plate 4, and after the convex foundation beam tenons 9 are embedded into the frame grooves 6, self-tapping screws 11 are adopted to freely pass through holes of the connecting steel plate 4 and then self-tap the connecting force transmission steel plate 10.
Frame groove 6: is an inner groove on the bottom surface of the ecological inner wall bottom beam, is positioned on the inner side of the connecting steel plate 4 and is used for assembling a convex foundation beam tenon 9.
Convex foundation beam 7: the concrete filled steel tube beam is formed by casting concrete by the convex reinforcement cage 8, and the concrete strength of the foundation beam is C30-C40. The upper part of the base beam is distributed with a segmented convex base beam tenon 9
Convex reinforcement cage 8: is a reinforcement cage composed of a convex stirrup formed by rectangular double-limb hoops and longitudinal stress reinforcement bars and drawknot reinforcement bars inside.
Male foundation Liang Suntou: the concrete pier is characterized in that the upper surface of the foundation beam is protruded in a segmented protruding mode, force transmission steel plates 10 welded on stirrups are arranged on two sides of a tenon 9 of the convex foundation beam, the tenon 9 of the convex foundation beam is protruded to the upper surface of the foundation beam by 40mm, glass cement is smeared on the upper surface of the tenon, and then the tenon is embedded into a frame groove 6, so that a tongue-and-groove meshed structure is formed, and earthquake shear force borne by an ecological wallboard can be effectively resisted. The grooves between adjacent tenons are laid with 10mm mortar cushions 15.
Force transmission steel plate 10: the steel plate is a steel plate welded on stirrups of a convex reinforcement cage 8 and is positioned at a tenon 9 of a convex foundation beam, a self-tapping connecting force transmission steel plate 10 is adopted by self-tapping screws after penetrating through holes of the connecting steel plate 4, and extrusion force, friction force among the steel plates and biting force of the steel plates and the self-tapping screws are arranged among the steel plates to realize double force transmission advantages.
Self-tapping screw 11: the ST 6.3 type hexagonal tail drill self-tapping screw can be selected, the total length of the self-tapping screw is 20mm, the thread is through-long, and the distance between the self-tapping screws is generally 25-50mm.
Wood block 12: is a wood block stuck to the inner side of the force transmission steel plate 10 by using a bonding agent such as glass cement, and has the main function of facilitating a self-tapping screw to drill through the convex base connection steel plate and then penetrate into the wood block, wherein the thickness of the wood block is 12mm.
Concrete floor 13: the floor reinforcing mesh 14 is formed after casting concrete.
Mortar cushion layer 15: is high-performance mortar with the strength of not less than 10mm thick paved in the groove between adjacent convex foundation beam tenons 9. The high-performance mortar has the bonding effect of the convex foundation beam and the lower frame beam of the ecological wallboard, and can resist the earthquake shear force born by the ecological wallboard.
The whole implementation method comprises the following steps: firstly, according to the building design and related planning, the layout of the building structure is determined, and the layout positions and the specific sizes of the assembled convex foundation beams and the concrete frame ecological wallboard are determined. And determining a stress model and a load design value of the concrete frame ecological wallboard and the foundation beam. The cross-sectional dimension and the structure of the ecological wallboard and the convex foundation beam are designed. And designing a connection node structure of the ecological wallboard and the foundation beam, determining the size and the structure of a first-shaped force transmission steel plate of the ecological wallboard frame bottom beam, a connection steel plate and a force transmission steel plate of a tenon of the foundation beam, and determining parameters such as the strength grade of concrete, the strength of high-performance mortar and the like. Drawing a detailed structural construction drawing according to the design scheme of the ecological wallboard, the foundation beam and the assembly connection node thereof, and carrying out prefabrication, transportation and on-site assembly construction of the ecological wallboard, the groove-shaped foundation beam and the concrete floor slab.
The construction process of the assembled ecological wallboard and the self-tapping screw block connection of the convex foundation beam is as follows: 1) Prefabricating a convex concrete foundation beam with a connecting steel plate; prefabricating an ecological wallboard with a first force transmission steel plate and a connecting steel plate; prefabricating reinforced concrete floor slabs; 2) Coating glass cement on tenons of the convex foundation beams and paving high-performance mortar with the thickness of 10mm in grooves of adjacent tenons; 3) Installing an ecological wallboard on a convex foundation beam paved with a high-performance mortar layer; 4) A self-tapping screw freely penetrates through a hole of the ecological wallboard bottom beam force transmission steel plate and the connecting steel plate and then is connected with a force transmission steel plate on a tenon of the convex foundation beam in a self-tapping way; 5) Trowelling grooves at two sides of the ecological wallboard connecting steel plate by using high-performance mortar; 6) Installing a layer of floor slab on the convex foundation beam; and painting the wall body by adopting the inner wall decorative paint.
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 (5)
1. The self-tapping screw block connection structure of the assembled ecological inner wall and the convex foundation beam is characterized by comprising the assembled ecological inner wall, a concrete floor slab (13) and the convex foundation beam (7), wherein the assembled ecological inner wall is connected to the top of the convex foundation beam (7), and the concrete floor slab (13) is connected to shoulders on two sides of the convex foundation beam (7); the ecological inner wall is an ecological wallboard formed by filling a reinforced concrete frame formed by reinforced concrete frame beam columns and middle constructional columns and a frame thereof with light ecological environment-friendly plates;
the prefabricated ecological interior wall is prefabricated in a factory and comprises a frame and ecological plates (3) filled in the frame, wherein the bottom of the frame is a frame bottom beam (1), the frame bottom beam (1) is made by pouring concrete of a frame bottom beam reinforcement cage (2), a plurality of connecting steel plates (4) are welded on two sides of the frame bottom beam reinforcement cage (2), force transmission steel plate side grooves (5) are formed in the outer sides of the connecting steel plates (4), and frame grooves (6) are formed in the inner sides of the connecting steel plates (4);
the convex foundation beam (7) is made of casting concrete of a convex reinforcement cage (8), a plurality of convex foundations Liang Suntou (9) are arranged on the convex foundation beam (7) at intervals along the length direction of the beam, the convex foundations Liang Suntou (9) form protruding parts of the convex foundation beam (7), the convex foundations Liang Suntou (9) are embedded into the frame grooves (6), a force transmission steel plate (10) is welded on the convex reinforcement cage (8), and the force transmission steel plate (10) is connected with the connecting steel plate (4) through self-tapping nails (11);
paving a mortar cushion layer (15) between adjacent convex foundations Liang Suntou (9), wherein the mortar cushion layer (15) bonds the convex foundation beams (7) and the frame bottom beams (1) together;
the connecting steel plate (4) is a steel plate welded on the stirrups of the frame bottom beam reinforcement cage (2) and provided with self-tapping screw holes at the lower part, and the upper part of the connecting steel plate (4) is embedded in the frame bottom beam (1).
2. The assembly type ecological inner wall and convex foundation beam self-tapping screw block connection structure according to claim 1, wherein the convex reinforcement cage (8) comprises convex stirrups consisting of rectangular double-limb hoops, longitudinal stress reinforcement bars and tie bars.
3. The assembly type ecological inner wall and convex foundation beam self-tapping screw block connection structure according to claim 1, wherein the force transmission steel plates (10) are in-line steel plates welded on stirrups of the convex reinforcement cage (8) and are arranged on two sides of the convex foundation Liang Suntou (9).
4. The assembly type ecological inner wall and convex foundation beam self-tapping screw block connection structure according to claim 1, wherein a wood block (12) is adhered to the inner side of the force transmission steel plate (10), and the self-tapping screw (11) penetrates through the force transmission steel plate (10) and then stretches into the wood block (12).
5. A method for realizing the self-tapping screw block connection structure of the assembled ecological inner wall and the convex foundation beam according to claim 1, which is characterized by comprising the following steps:
the first step: prefabricating a convex concrete foundation beam with a force transmission steel plate; prefabricating an ecological wallboard with a first force transmission steel plate and a connecting steel plate; prefabricating reinforced concrete floor slabs;
and a second step of: coating glass cement on tenons of the convex foundation beams and paving high-performance mortar with the thickness of 10mm in grooves of adjacent tenons;
and a third step of: installing an ecological wallboard on a convex foundation beam paved with a high-performance mortar layer;
fourth step: a self-tapping screw freely penetrates through a hole of the ecological wallboard bottom beam connecting steel plate and the force transmission steel plate and then is connected with the force transmission steel plate on the tenon of the convex foundation beam in a self-tapping way;
fifth step: trowelling grooves at two sides of the ecological wallboard connecting steel plate by using high-performance mortar;
sixth step: installing a layer of floor slab on the convex foundation beam; and painting the wall body by adopting the inner wall decorative paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210273885.7A CN114592744B (en) | 2022-03-19 | 2022-03-19 | Assembled ecological inner wall and convex foundation beam self-tapping screw block connection structure and manufacturing method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210273885.7A CN114592744B (en) | 2022-03-19 | 2022-03-19 | Assembled ecological inner wall and convex foundation beam self-tapping screw block connection structure and manufacturing method |
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| Publication Number | Publication Date |
|---|---|
| CN114592744A CN114592744A (en) | 2022-06-07 |
| CN114592744B true CN114592744B (en) | 2024-04-12 |
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| CN202210273885.7A Active CN114592744B (en) | 2022-03-19 | 2022-03-19 | Assembled ecological inner wall and convex foundation beam self-tapping screw block connection structure and manufacturing method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102561509A (en) * | 2011-12-26 | 2012-07-11 | 北京工业大学 | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method |
| EP3181755A1 (en) * | 2015-09-18 | 2017-06-21 | Hohai University | Prefabricated pier column member with steel-concrete composite structure |
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| US20110030288A1 (en) * | 2009-08-10 | 2011-02-10 | Steven Traulsen | Prefabricated reinforced concrete structural support panel system for multi-story buildings |
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| CN102561509A (en) * | 2011-12-26 | 2012-07-11 | 北京工业大学 | Latticed single-row reinforced special-shaped sectional concrete column-wallboard shock absorption house and making method |
| EP3181755A1 (en) * | 2015-09-18 | 2017-06-21 | Hohai University | Prefabricated pier column member with steel-concrete composite structure |
| CN107761963A (en) * | 2017-10-31 | 2018-03-06 | 广西旭腾实业集团有限公司 | Concrete structure novel fabricated building system and its assembly method |
| CN110005090A (en) * | 2019-03-22 | 2019-07-12 | 北京交通大学 | It is a kind of can optimizing stress distribution Self-resetting shear wall |
| CN214329266U (en) * | 2020-11-24 | 2021-10-01 | 赵成国 | Assembly connection node of lattice column and traditional foundation |
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