CN115234070B - Assembly type one-shaped composite wallboard through-length force transmission steel plate self-tapping screw block connection structure and manufacturing method - Google Patents
Assembly type one-shaped composite wallboard through-length force transmission steel plate self-tapping screw block connection structure and manufacturing method Download PDFInfo
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- CN115234070B CN115234070B CN202210273892.7A CN202210273892A CN115234070B CN 115234070 B CN115234070 B CN 115234070B CN 202210273892 A CN202210273892 A CN 202210273892A CN 115234070 B CN115234070 B CN 115234070B
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 205
- 239000010959 steel Substances 0.000 title claims abstract description 205
- 230000005540 biological transmission Effects 0.000 title claims abstract description 106
- 238000010079 rubber tapping Methods 0.000 title claims abstract description 87
- 239000002131 composite material Substances 0.000 title claims abstract description 81
- 238000004519 manufacturing process Methods 0.000 title abstract description 6
- 239000004567 concrete Substances 0.000 claims abstract description 88
- 230000003014 reinforcing effect Effects 0.000 claims description 30
- 239000002023 wood Substances 0.000 claims description 14
- 239000004568 cement Substances 0.000 claims description 11
- 238000009413 insulation Methods 0.000 claims description 10
- 239000004570 mortar (masonry) Substances 0.000 claims description 10
- 239000004793 Polystyrene Substances 0.000 claims description 8
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 8
- 239000011521 glass Substances 0.000 claims description 8
- 229920002223 polystyrene Polymers 0.000 claims description 8
- 238000000034 method Methods 0.000 claims description 7
- 238000004321 preservation Methods 0.000 claims description 7
- 229920006389 polyphenyl polymer Polymers 0.000 claims description 6
- 239000004575 stone Substances 0.000 claims description 5
- 238000005266 casting Methods 0.000 claims description 4
- 239000003973 paint Substances 0.000 claims description 3
- 229920006327 polystyrene foam Polymers 0.000 claims description 3
- 230000001681 protective effect Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 2
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims description 2
- 239000004033 plastic Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 15
- 230000005484 gravity Effects 0.000 abstract description 5
- 238000010008 shearing Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 description 9
- 230000002787 reinforcement Effects 0.000 description 9
- 210000001503 joint Anatomy 0.000 description 6
- 239000000853 adhesive Substances 0.000 description 3
- 230000001070 adhesive effect Effects 0.000 description 3
- 238000005265 energy consumption Methods 0.000 description 3
- 238000011065 in-situ storage Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 230000018109 developmental process Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000007767 bonding agent Substances 0.000 description 1
- 238000004364 calculation method Methods 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000002985 plastic film Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
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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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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Emergency Management (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Panels For Use In Building Construction (AREA)
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Abstract
The invention discloses a block connection structure of a through-length force transmission steel plate self-tapping screw of an assembled one-shaped composite wallboard and a manufacturing method, and relates to the technical field of assembled concrete building engineering. The self-tapping screw assembly is an inner and outer She Shanpai steel mesh concrete sheet with long force transmission steel plates, and a plurality of plate section area outline concrete sheet thickness built-in steel structure concrete thin wall blocks with the thickness of the upper and lower long force transmission steel plates are connected by adopting the self-tapping screw and the connecting steel plates; the self-tapping screw assembly connecting structure consists of a self-tapping screw assembly and a steel plate connecting section for removing the self-tapping screw assembly; the self-tapping screw assembly resists horizontal earthquake shearing force and can transmit vertical gravity; the butt-joint steel plate sections mainly transmit vertical gravity, and friction force of the butt-joint steel plate sections can resist horizontal earthquake shearing force. The invention realizes the rapid assembly construction of the multi-layer building composite wallboard, and has the technical advantages of good connection performance, durability and thermal performance and no wet operation.
Description
Technical Field
The invention relates to a self-tapping screw block connecting structure of a longitudinal force transmission steel plate of an assembled one-shaped composite wallboard and a manufacturing method thereof, and belongs to the technical field of assembled concrete building engineering.
Background
Innovations and developments of efficient earthquake-resistant, green energy-saving fabricated structural systems suitable for village and town construction are the focus of engineering attention.
The technical development of the ultra-low energy consumption house is concerned by the engineering world at home and abroad. However, the construction technology of the low-energy-consumption multi-layer house in villages and towns, especially the assembly construction technology is quite deficient.
Technical bottleneck problems existing in the prior art are as follows: (1) The traditional precast shear wall adopts a cast-in-situ belt assembly mode, and the problems of long construction period, low assembly efficiency, difficult winter construction and the like are caused by larger cast-in-situ concrete amount. The traditional shear wall reinforcement structure has large distribution space and large reinforcement diameter, and if the reinforcement lap joint anchoring technology is adopted, the height dimension of the section of the post-cast strip is large, the cast-in-situ quantity is large, and the requirement that the height of the section of the post-cast concrete required by the assembly of the inner and outer single-row reinforced mesh concrete sheet sandwich polystyrene board wallboard is not suitable to be larger than 180mm is difficult to meet; (2) The traditional technology of connecting the reinforcing steel bars by the shear wall sleeve is not applicable to the assembly of the inner and outer She Shanpai reinforced mesh concrete thin plate sandwich polystyrene board wallboards at all, and the thickness of the inner and outer She Bao wallboards is only 40-60 mm; (3) The traditional technology of steel plate bolt connection of the shear wall is not suitable for the assembly of inner and outer She Shanpai reinforced mesh concrete thin plate sandwich polyphenyl plate wallboards, because the polyphenyl plates are clamped between the inner and outer leaf wallboards and the polyphenyl plates do not allow punching to penetrate bolts in consideration of the heat bridge problem, the inner and outer leaf concrete thin wall boards are difficult to be assembled respectively by adopting the traditional steel plate bolt connection technology; (4) The price of the self-tapping screw is much lower than that of a bolt, the thin-wall light steel keels of the thin-wall light steel keel structure are connected by adopting the self-tapping screw, the self-tapping screw penetrates through the two light steel keels connected in sequence, and force transmission between the light steel keels is realized through engagement with the self-tapping screw, so that the extrusion friction force is avoided; however, the assembly of the inner and outer She Shan rows of reinforced net concrete thin plate sandwich polystyrene board wall boards belongs to the assembly of reinforced concrete wall boards, and simultaneously friction force and biting force are required, so that the current technology of directly connecting light steel keels by self-tapping nails is obviously difficult to meet the assembly of the inner and outer leaf concrete thin boards of the composite wall boards and the force transmission requirement of the inner and outer leaf concrete thin boards.
Disclosure of Invention
The invention aims to solve the technical problem of providing a block connection structure and a method of a longitudinal force transmission steel plate self-tapping screw of an assembled one-piece composite wallboard, and the composite wallboard with an inner leaf and outer leaf single-row reinforced mesh concrete thin plate sandwich polystyrene board structure, enclosure and heat preservation integration can be manufactured by adopting the connection structure.
In order to solve the technical problems, the invention adopts the following technical scheme:
a prefabricated integral composite wallboard general length force transmission steel plate self-tapping screw assembly connection structure comprises:
upper and lower composite wall panels: the inner leaf concrete plate reinforcing mesh, the outer leaf concrete plate reinforcing mesh and the heat preservation plate are connected through tie bars, one end of each tie bar with a hook is tied with the joint of the inner leaf concrete plate reinforcing mesh and bound or welded, the other end penetrates through the heat preservation plate and is welded with the joint of the outer leaf concrete plate reinforcing mesh, and an upper composite wallboard and a lower composite wallboard are formed after the inner leaf concrete plate and the outer leaf concrete plate are poured;
build-in steel structure of general length force transmission steel plate self-tapping screw block concrete thin wall plate: the self-tapping screw is convenient to penetrate through the wood blocks of the force transmission steel plate and adhere to the back surfaces of the upper long force transmission steel plate and the lower long force transmission steel plate by glass cement or structural cement. The upper through long force transmission steel plate and the connecting steel plate are connected by self-tapping screws respectively, so that the built-in steel structure of the self-tapping screw assembly concrete thin wall plate is formed.
Preferably, the heat-insulating plate is made of polystyrene extruded sheet or polystyrene foam plastic sheet material, and the surface of the heat-insulating plate is provided with a dovetail groove which is connected with the upper composite wallboard and the lower composite wallboard in a meshed manner.
Preferably, the inner leaf concrete slab is formed by casting fine stone concrete made of coarse aggregate with the grain size of 5-10 mm.
Preferably, the outer leaf concrete slab is formed by casting fine stone concrete made of coarse aggregate with the grain diameter of 5-10 mm, and a protective decorative layer is arranged on the surface of the outer leaf concrete slab.
Preferably, the inner leaf concrete plate reinforcing mesh and the outer leaf concrete plate reinforcing mesh are both composed of horizontally distributed reinforcing bars and vertically distributed reinforcing bars, and the horizontally distributed reinforcing bars and the vertically distributed reinforcing bars form the reinforcing mesh in a binding or welding connection mode.
Preferably, the steel plate connecting steel bars are horizontally distributed steel bars of the inner and outer leaf steel bar meshes of the upper and lower composite wallboards, and are respectively welded and connected with the upper through length force transmission steel plate and the lower through length force transmission steel plate.
Preferably, the upper through long force transmission steel plate and the lower through long force transmission steel plate are prefabricated at the lower part of the upper composite wallboard and the upper part of the lower composite wallboard in a factory respectively, a plurality of connecting sections of the upper through long force transmission steel plate and a plurality of connecting sections of the lower through long force transmission steel plate of the composite wallboard are reserved with grooves embedded in the connecting steel plates, and after the connecting steel plates with self-tapping screw holes are embedded in the reserved grooves, the self-tapping screw holes freely penetrate through the connecting steel plates to connect the connecting sections of the upper through long force transmission steel plate and the connecting sections of the lower through long force transmission steel plate.
Preferably, wood blocks are adhered to the back surfaces of the connecting sections of the upper through long force transmission steel plate and the back surfaces of the connecting sections of the lower through long force transmission steel plate at the self-tapping screw positions.
The method for constructing the assembly type one-piece composite wallboard through-length force transmission steel plate self-tapping screw block connection structure comprises the following steps:
the first step: preparing a prefabricated upper and lower concrete thin plate sandwich polyphenyl wallboard with upper and lower through length force transmission steel plates;
and a second step of: when in assembly, glass cement is smeared at the joints of the inner and outer leaf concrete plates of the upper and lower composite wallboards, and the upper composite wallboards are butted and arranged on the lower composite wallboards;
and a third step of: embedding a plurality of connecting steel plates with self-tapping screw holes into a plurality of grooves, and adopting self-tapping screws to freely pass through the connecting steel plate holes and then self-tapping and connecting the connecting sections of the long force transmission steel plates and entering into wood blocks;
fourth step: after the self-tapping screw connection is completed, trowelling a plurality of grooves embedded in the connecting steel plate by high-performance mortar;
fifth step: after the high-performance mortar is cured, a self-tapping screw block connection force transmission structure of the long-pass force transmission steel plate is formed, and then the wallboard is painted with waterproof decorative paint.
The beneficial effects of adopting above-mentioned technical scheme to produce lie in:
(1) The through length force transmission steel plate self-tapping screw block connection technology solves the problem that the traditional shear wall connection technology is not suitable for the thin wall plate thin and dense reinforcement mesh integrated connection of the inner and outer leaf concrete of the composite wall plate;
(2) The self-tapping screw assembly structure of the through-length force transmission steel plate solves the problem that the interface between the concrete thin plate and the sandwich polystyrene plate is a connecting construction blind area in the traditional steel plate bolt connection concrete thin plate;
(3) The defect of heat bridge problem existing in the through connection of the steel plate screw rods of the composite wallboard is overcome, and the heat bridge type composite wallboard is suitable for the thermal performance requirement of the ultralow-energy-consumption house;
(4) After the through-length force transmission steel plates at the assembly positions of the composite wallboards are combined with the inner and outer leaf concrete thin plates, the through-length of the assembly positions has the advantage of strong compression capacity of the composite wallboards, and a plurality of steel-concrete combined connection nodes formed after the connection steel plates are connected with a plurality of connecting sections of the upper and lower through-length force transmission steel plates through self-tapping nails have the advantages of convenience in connection and strong compression and shearing capacity;
(5) The self-tapping screw assembly resists horizontal earthquake shearing force through the friction force of the connecting steel plate and the force transmission steel plate section and the biting force of the steel plate and the self-tapping screw, and can transmit vertical gravity; the plurality of butt joint steel plate sections mainly transmit vertical gravity and can also play a role in resisting horizontal earthquake shear force to a certain extent through friction force;
(6) The upper and lower composite wallboards are all connected in a dry mode, wet operation is avoided, zero emission of construction waste is achieved, and assembly construction speed is remarkably improved.
Drawings
FIG. 1 is a schematic overall construction;
FIG. 2 is a schematic view of a composite wallboard construction;
FIG. 3 is a schematic view of the construction of the steel bars and plates inside the composite wall panel;
FIG. 4 is a schematic view of an assembled self-tapping screw block node construction;
FIG. 5 is a schematic diagram of a composite connection node configuration;
FIG. 6 is a schematic view of an inner (outer) She Shan row reinforcement wall panel and an inner reinforcement structure;
FIG. 7 is a schematic view of a self-tapping screw assembly node;
FIG. 8 is a diagram of a self-tapping screw collective node formation process;
in the figure: 1. a composite wallboard is arranged on the upper surface of the upper wall plate; 2. a lower composite wallboard; 3. an inner leaf concrete slab; 4. a thermal insulation board; 5. an outer leaf concrete slab; 6. an inner leaf concrete slab reinforcing mesh; 7. an outer leaf concrete slab reinforcing mesh; 8. tying the steel bars; 9. The steel plate is connected with the steel bar; 10. a long force transmission steel plate is arranged on the upper part; 11. downwards extending a force transmission steel plate; 12. connecting steel plates with self-tapping screw holes; 13. self-tapping nails; 144. wood blocks; 15. a groove; 16. structural adhesive.
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.
The invention provides an assembled one-shaped composite wallboard with a long-length force transmission steel plate self-tapping screw assembly steel structure (figure 2), an internal reinforcement and embedded steel part structure (figure 3), a long-length force transmission steel plate self-tapping screw assembly connection structure (figure 4), a combined node structure (figure 5), an internal (external) leaf concrete thin plate structure (figure 6), a long-length force transmission steel plate self-tapping screw assembly steel bar and steel plate detail structure (figure 7), which comprises an upper composite wallboard 1, a lower composite wallboard 2, an internal leaf concrete plate 3, a heat preservation plate 4, an external leaf concrete plate 5, an internal leaf concrete plate steel mesh 6, an external leaf concrete plate steel mesh 7, a tie steel 8, a steel plate connection steel bar 9, an upper long-length force transmission steel plate 10, a lower long-length force transmission steel plate 11, a self-tapping screw hole connection steel plate 12, a self-tapping screw 13, a wood block 14, a groove 15 for leveling high-performance heat preservation mortar and a structural adhesive 16.
As shown in fig. 1, the connection relationships of the parts in the connection structure are as follows:
upper composite wallboard 1 and lower composite wallboard 2: the inner leaf concrete plate reinforcing mesh 6, the outer leaf concrete plate reinforcing mesh 7 and the heat insulation plate 4 are connected through tie bars 8, and an upper composite wallboard 1 and a lower composite wallboard 2 are formed after the inner leaf concrete plate 3 and the outer leaf concrete plate 5 are poured.
Build-in steel structure of general length force transmission steel plate self-tapping screw block concrete thin wall plate: the upper through length force transmission steel plate 10 and the lower through length force transmission steel plate 11 are welded with the vertically distributed steel bars of the inner and outer leaf steel bar meshes of the composite wallboard and are welded with the steel plate connecting steel bars 9, so that the wood block 14 of the self-tapping screw penetrating the force transmission steel plate is conveniently bonded with the back surfaces of the upper through length force transmission steel plate 10 and the lower through length force transmission steel plate 11 by glass cement or structural cement. The upper through length force transmission steel plate 10 and the connecting steel plate are connected by self-tapping screws 13 through the connecting steel plate 12, so as to form the built-in steel structure of the self-tapping screw assembly concrete thin wall plate. The grooves 15 of the connecting steel plates recessed into the wallboard are smoothed with high performance mortar to form a plurality of self-tapping screw collective connection nodes (as shown in fig. 8).
The upper composite wallboard 1 and the lower composite wallboard 2 are assembled sandwich heat-insulating concrete composite shear walls, and are formed by connecting an inner leaf concrete plate, an outer leaf concrete plate and a heat-insulating plate 4 which are provided with an inner leaf steel bar mesh and an outer leaf steel bar mesh through tie steel bars 8. The assembled sandwich heat-insulating concrete composite shear wallboard is a multifunctional wallboard integrating structure, enclosure and heat insulation, has the advantages of light weight, good heat-insulating property, good earthquake resistance and the like, and has remarkable advantages of fire resistance and durability because the heat-insulating layer is positioned in the middle of the wall body and the two sides are protected by the single-row reinforced inner and outer leaf concrete thin plates.
The inner leaf concrete slab 3 refers to an inner leaf concrete slab part of the assembled sandwich thermal insulation concrete composite shear wall, and the inner leaf concrete slab 3 is formed by casting fine stone concrete made of coarse aggregate with the grain size of 5-10 mm.
The heat insulation board 4 can be polystyrene extruded board XPS or polystyrene foam board EPS, etc. The surface of the heat insulation board 4 is provided with a dovetail groove, and the performance of the adopted heat insulation material meets the national relevant standard requirement.
The outer leaf concrete slab 5 has a structure identical to that of the inner leaf concrete slab 3, and a protective decorative layer or the like should be prepared on the surface thereof in consideration of the fact that the outer leaf concrete slab 5 directly contacts the external natural environment.
The inner leaf concrete plate reinforcing mesh 6 and the outer leaf concrete plate reinforcing mesh 7 are distributed reinforcing bars of an assembled wall plate, the reinforcing mesh is composed of horizontally distributed reinforcing bars and vertically distributed reinforcing bars, the horizontally and vertically distributed reinforcing bars are ultrahigh-strength ribbed reinforcing bars with the distance of 100 mm-150 mm and the diameter of 4 mm-6 mm, and the horizontally distributed reinforcing bars and the vertically distributed reinforcing bars can be bound or welded to form the reinforcing mesh.
The drawknot steel bar 8 is made of steel bars with the diameter of 4mm, and is provided with a single-side hook of 135 degrees. One end of the tie bar 8 with a hook is tied with the joint of the inner leaf reinforcement net and bound or welded, and the other end penetrates through the heat insulation board 4 and is welded with the joint of the outer leaf reinforcement net.
The steel plate connecting steel bars 9 are horizontally distributed steel bars of the inner and outer leaf steel bar meshes of the upper and lower composite wallboards, are respectively welded with an upper through length force transmission steel plate 10 and a lower through length force transmission steel plate 11, and the steel plate connecting steel bars 9 have the function of accurately positioning the vertically distributed steel bars and are important components of self-tapping screw assembly.
The upper through length force transmission steel plate 10 and the lower through length force transmission steel plate 11 are through length steel plate strips with the width of not less than 40mm and the thickness of not less than 3mm, which are arranged at the assembling and contacting positions of the composite wall boards. The upper through long force transmission steel plate 10 and the lower through long force transmission steel plate 11 are prefabricated at the lower part of the upper composite wallboard and the upper part of the lower composite wallboard in a factory respectively, and the assembled upper through long force transmission steel plate and the assembled lower through long force transmission steel plate can be in butt joint to directly transmit gravity load. The grooves 15 embedded in the connecting steel plates 12 are reserved in a plurality of connecting sections of the upper through long force transmission steel plates 10 and a plurality of connecting sections of the lower through long force transmission steel plates 11 of the composite wallboard, and after the connecting steel plates 12 with self-tapping screw holes are embedded in the reserved grooves, the self-tapping screws 13 are adopted to freely penetrate through the holes of the connecting steel plates 12 to connect the plurality of connecting sections of the upper through long force transmission steel plates 10 and the plurality of connecting sections of the lower through long force transmission steel plates 11.
The connecting steel plate 12 with the self-tapping screw holes adopts a rectangular steel plate with the length not smaller than 150mm and the width of 80mm, and the thickness of the steel plate is the same as that of the upper through length force transmission steel plate 10 and the lower through length force transmission steel plate 11; the connecting steel plates 12 are respectively overlapped with the connecting sections of the upper through long force transmission steel plate 10 and the connecting sections of the lower through long force transmission steel plate 11 by 40mm, and the connecting sections of the upper through long force transmission steel plate and the lower through long force transmission steel plate are connected by self-tapping screws through the connecting steel plate holes in a self-tapping mode, so that the connecting steel plates and the force transmission steel plate sections have friction force between the steel plates generated by extrusion force, and the friction force and the biting force of the steel plates and the self-tapping screws cooperate with each other to bear high efficiency. The process of forming the self-tapping screw assembly nodes is shown in fig. 8.
The self-tapping screw 13 can be selected from ST 6.3 hexagonal tail drill self-tapping screws, the total length of the self-tapping screw is 20mm, the thread length is universal, and the distance between the self-tapping screws is generally 25mm-50mm.
The wood block 14 is a wood block which is adhered to the back surfaces of the connecting sections of the upper through long force transmission steel plate 10 and the connecting sections of the lower through long force transmission steel plate 11 by using a bonding agent such as glass cement so as to facilitate self-tapping and drilling through the force transmission steel plate and go deep into the wood block, and the thickness of the wood block is 12mm.
The high-performance mortar filling up the grooves 15 is high-strength mortar with strength not lower than M15.
The structural adhesive 16 may be glass cement and is applied to the joints of the inner and outer leaf concrete sheets of the upper and lower composite walls before the composite walls are assembled to prevent moisture in the environment from entering the room through the joints and to close the thermal bridge at the joints of the walls.
The method for manufacturing the composite wall by utilizing the connecting structure comprises the following steps:
(1) And determining the plane arrangement of the composite wallboard according to the house building design. The section size, the strength and the like of the structures such as the reinforced net of the wallboard, the inner and outer leaf concrete plates, the heat insulation plate and the like are determined through structural stress analysis and stress checking calculation of the self-tapping screw block joint of the wallboard and the through-length force transmission steel plate, and the position selection of the self-tapping screw block joint is determined. According to the design scheme, drawing a detailed structural drawing, and carrying out processing production, transportation and on-site assembly construction.
(2) The construction process of the assembly type one-shaped composite wallboard through-length force transmission steel plate self-tapping screw block connection structure is as follows: 1) Prefabricating a single-row reinforced mesh concrete thin plate sandwich polyphenyl composite wallboard with upper and lower through long force transmission steel plates; 2) Coating glass cement on the inner and outer leaf concrete thin plates of the upper and lower composite wallboards at the assembly joint, and placing the upper composite wallboards on the lower composite wallboards; 3) Embedding a plurality of connecting steel plates with holes into a plurality of grooves respectively, and adopting self-tapping screws to freely pass through the holes of the connecting steel plates and then self-tapping the connecting sections of the connecting length force transmission steel plates until the connecting sections are drilled into wood blocks on the back surfaces of the connecting steel plates;
4) Trowelling the grooves with high-performance mortar; 5) After the high-performance mortar is cured, a self-tapping screw block connection structure of the through-length force transmission steel plate is formed, and then the surface of the wallboard is painted with waterproof 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 (6)
1. The utility model provides a lead to long biography power steel sheet self-tapping screw collection piece connection structure of assembled one shape composite wallboard which characterized in that includes:
an upper composite wallboard (1) and a lower composite wallboard (2): the inner leaf concrete plate reinforcing mesh (6), the outer leaf concrete plate reinforcing mesh (7) and the heat preservation plate (4) are connected through tie bars (8), one end of each tie bar (8) with a hook is tied with the joint of the inner leaf concrete plate reinforcing mesh and bound or welded, the other end penetrates through the heat preservation plate (4) and is welded with the joint of the outer leaf concrete plate reinforcing mesh, and an upper composite wallboard (1) and a lower composite wallboard (2) are formed after the inner leaf concrete plate (3) and the outer leaf concrete plate (5) are poured;
build-in steel structure of general length force transmission steel plate self-tapping screw block concrete thin wall plate: the composite wallboard comprises an upper through long force transmission steel plate (10) and a lower through long force transmission steel plate (11), wherein the upper through long force transmission steel plate (10) and the lower through long force transmission steel plate (11) are welded with steel bars vertically distributed on inner and outer leaf steel bar meshes of the composite wallboard and are welded with steel plate connecting steel bars (9), so that wood blocks (14) penetrating through the force transmission steel plate by self-tapping nails are conveniently bonded with the back surfaces of the upper through long force transmission steel plate (10) and the lower through long force transmission steel plate (11) by glass cement or structural cement; the upper through length force transmission steel plate (10) and a plurality of connecting sections with equal length of the connecting steel plate, the lower through length force transmission steel plate (11) and a plurality of connecting sections with equal length of the connecting steel plate are respectively connected by the connecting steel plate (12) through self-tapping nails (13), so as to form an embedded steel structure of the self-tapping nail-assembled concrete thin wall plate on the through length force transmission steel plate;
the inner leaf concrete plate reinforcing steel bar mesh (6) and the outer leaf concrete plate reinforcing steel bar mesh (7) are formed by horizontally distributed reinforcing steel bars and vertically distributed reinforcing steel bars, and the horizontally distributed reinforcing steel bars and the vertically distributed reinforcing steel bars form a reinforcing steel bar mesh in a binding or welding connection mode;
the steel plate connecting steel bars (9) are horizontally distributed steel bars of inner and outer leaf steel bar meshes of the upper and lower composite wallboards, and are respectively welded with the upper through length force transmission steel plates (10) and the lower through length force transmission steel plates (11);
the upper through long force transmission steel plate (10) and the lower through long force transmission steel plate (11) are prefabricated at the lower part of an upper composite wallboard and the upper part of a lower composite wallboard in a factory respectively, a plurality of connecting sections of the upper through long force transmission steel plate (10) and a plurality of connecting sections of the lower through long force transmission steel plate (11) of the composite wallboard are reserved with grooves (15) embedded in the connecting steel plate (12), after the connecting steel plate (12) with self-tapping screw holes is embedded in the reserved grooves (15), the self-tapping screw (13) is adopted to freely penetrate through the holes of the connecting steel plate (12) to connect the connecting sections of the upper through long force transmission steel plate (10) and the connecting sections of the lower through long force transmission steel plate (11).
2. The assembly type one-piece composite wallboard through-length force transmission steel plate self-tapping screw block connection structure according to claim 1, wherein the heat insulation plate (4) is made of polystyrene extruded sheet or polystyrene foam plastic plate material, the surface of the heat insulation plate (4) is provided with a dovetail groove, and the dovetail groove is in meshed connection with the upper composite wallboard (1) and the lower composite wallboard (2).
3. The self-tapping screw block connection structure of the longitudinal force transmission steel plate of the assembled one-piece composite wallboard according to claim 1, wherein the inner leaf concrete plate (3) is formed by pouring fine stone concrete made of coarse aggregate with the grain size of 5-10 mm.
4. The self-tapping screw block connection structure of the longitudinal force transmission steel plate of the assembled one-piece composite wallboard according to claim 1, wherein the outer leaf concrete plate (5) is formed by casting fine stone concrete made of coarse aggregate with the grain size of 5-10 mm, and a protective decorative layer is arranged on the surface of the outer leaf concrete plate.
5. The self-tapping screw block connecting structure of the through-length force transmission steel plates of the assembled one-piece composite wallboard according to claim 1, wherein wood blocks (14) are adhered to the self-tapping screw positions on the back surfaces of a plurality of connecting sections of the upper through-length force transmission steel plates (10) and a plurality of connecting sections of the lower through-length force transmission steel plates (11).
6. A method for realizing the assembly type one-piece composite wallboard through-length force transmission steel plate self-tapping screw block connection structure according to claim 1, which is characterized by comprising the following steps:
the first step: preparing a prefabricated upper and lower concrete thin plate sandwich polyphenyl wallboard with upper and lower through length force transmission steel plates;
and a second step of: when in assembly, glass cement is smeared at the joints of the inner and outer leaf concrete plates of the upper and lower composite wallboards, and the upper composite wallboards are butted and arranged on the lower composite wallboards;
and a third step of: embedding a plurality of connecting steel plates with self-tapping screw holes into a plurality of grooves, and adopting self-tapping screws to freely pass through the connecting steel plate holes and then self-tapping and connecting the connecting sections of the long force transmission steel plates and entering into wood blocks;
fourth step: after the self-tapping screw connection is completed, trowelling a plurality of grooves embedded in the connecting steel plate by high-performance mortar;
fifth step: after the high-performance mortar is cured, a self-tapping screw block connection force transmission structure of the long-pass force transmission steel plate is formed, and then the wallboard is painted with waterproof decorative paint.
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| CN202210273892.7A CN115234070B (en) | 2022-03-19 | 2022-03-19 | Assembly type one-shaped composite wallboard through-length force transmission steel plate self-tapping screw block connection structure and manufacturing method |
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| CN202210273892.7A CN115234070B (en) | 2022-03-19 | 2022-03-19 | Assembly type one-shaped composite wallboard through-length force transmission steel plate self-tapping screw block connection structure and manufacturing method |
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| WO2015135440A1 (en) * | 2014-03-10 | 2015-09-17 | 初明进 | Prefabricated concrete wall |
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