CN107605071B - Light composite batten system and construction method thereof - Google Patents
Light composite batten system and construction method thereof Download PDFInfo
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- CN107605071B CN107605071B CN201710694956.XA CN201710694956A CN107605071B CN 107605071 B CN107605071 B CN 107605071B CN 201710694956 A CN201710694956 A CN 201710694956A CN 107605071 B CN107605071 B CN 107605071B
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Abstract
The invention discloses a light composite batten system and a construction method thereof, wherein the composite batten system comprises a first batten, a second batten, a U-shaped top clamping block, a U-shaped side clamping block and a support bottom block, wherein inner grooves are formed in two sides of the first batten, outer convex strips are formed in two sides of the second batten, the outer convex strips are positioned in the inner grooves, the support bottom block is connected with the first batten and the second batten, inner grooves are formed in two sides of the U-shaped top clamping block, and L-shaped bolts are connected to the inner grooves; the construction method comprises the following steps: (a) construction preparation; (b) installing a positioning plate; (c) installing other ribbon boards; (d) wall cylinder processing; (e) filling gaps; (f) and (6) board surface treatment. The composite batten system has the advantages of light weight, high strength, heat preservation, heat insulation, good flame retardance, quick construction, simple, reasonable and orderly construction method, easy control, high construction efficiency, less related equipment and low cost, and solves the problems of tedious construction, time and labor waste and the like of the traditional external wall.
Description
Technical Field
The invention belongs to the technical field of building construction, and particularly relates to a light composite batten system and a construction method thereof.
Background
Along with the continuous acceleration of urbanization process and the continuous improvement of building technology, more and more high-rise large-span structures are applied to people's work and life, and although masonry structure has the characteristics of convenient material acquisition, good durability, good fire resistance and good heat preservation and energy saving effects, because of the defects of great weight, tensile strength, bending resistance, poor shearing resistance, mortar masonry required on site, time and labor consumption and the like, the promotion of industrial production and green construction is not facilitated. In order to solve the problems of masonry structures, the building internal partition wall taking a light assembly type partition wall as a main wall system is popularized in the market.
The light assembled partition wall is an internal partition wall system of a house or a public building, which is finished by adopting light battens to transport to a construction site after being processed and prefabricated in a factory and adopting measures such as splicing and the like. At present, a light-weight assembled inner partition wall system mainly adopts a framework partition wall, and has great application in various aspects of the building industry due to the characteristics of industrial production, convenient installation and the like, but a plurality of problems are exposed in the using process, and the light-weight assembled inner partition wall system mainly shows the following aspects: 1. due to the fact that the keel is made of the light and thin steel frame, when the panel is installed on the steel frame through the shooting nails, the panel cannot be well fixed, and stability of the whole framework partition wall is difficult to guarantee; 2. because the light partition board is installed at the non-bearing part of the building, the required installation parts are all places with large span, maximum sedimentation deformation and weakest load-resisting capacity, cracks are easily generated at the joint of the boards and the connection of the boards and the doors and windows due to the splicing connection of the tongue-and-groove of the light partition board and the particularity of smooth surface, and the light partition board can be vibrated and deformed to generate cracks and hollows when the load is concentrated.
Disclosure of Invention
The invention aims to solve the technical problems in the prior art and provides a light composite batten system and a construction method thereof.
In order to solve the technical problems, the invention adopts the following technical scheme:
a lightweight composite flight system characterized by: the U-shaped top clamping block is arranged on the four corners of the supporting bottom block, the supporting bottom block is connected with the first strip plate and the second strip plate, the two sides of the U-shaped top clamping block are respectively provided with an inner groove, the two sides of the second strip plate are respectively provided with an outer convex strip, the outer convex strips are positioned in the inner grooves, the supporting bottom block is connected with the first strip plate and the second strip plate, the two sides of the U-shaped top clamping block are respectively provided with an inner groove, the inner grooves are connected with L-shaped bolts, the U-shaped top clamping block is provided with a through hole, the U-shaped side clamping block is provided with a mounting hole, and the supporting bottom block is provided with a fixing through hole; the composite batten system is light in weight, high in strength, high in stability, good in flame retardance and quick in construction, and the problems that the traditional outer wall is complex in construction, time-consuming and labor-consuming are solved.
Further, the side of first slat is equipped with the air vent, the air vent transversely runs through first slat, the side of second slat is equipped with the bleeder vent, the second slat is transversely run through to the bleeder vent, air vent intercommunication bleeder vent, the air vent has increased the gas permeability of first slat, the bleeder vent has increased the gas permeability of second slat, first slat and second slat splice each other the back, the air vent communicates with the bleeder vent each other, the holistic gas permeability of compound slat has been improved, do benefit to the discharge of bubble, prevent that the bubble from piling up and causing the swelling to appear on compound slat surface, influence pleasing to the eye degree and inner structure stability.
Furthermore, the upper corner and the lower corner of the first batten are provided with L-shaped positioning blocks, the L-shaped positioning blocks are provided with positioning through holes, and shooting nails are driven into the positioning through holes, so that the L-shaped positioning blocks can be fixed at the joint of the beam slab and the wall column, the fixing is simple, then the L-shaped positioning blocks and the first batten are bonded together through bonding materials, and the L-shaped positioning blocks play a role in positioning and fixing the corners of the first batten, so that the higher verticality of the first batten is kept.
Furthermore, a fiber mesh cloth is bonded between the joints of the first strip plate and the second strip plate, and the fiber mesh cloth protects the surface of the joint between the first strip plate and the second strip plate and prevents the joint from cracking during use.
Furthermore, first slat and second slat all include the ALC board, the fiber cement board, the upper and lower two sides of ALC board are located to the fiber cement board, the both sides of ALC board are located to the evagination, the ALC board has the weight capacity light, intensity is high, the heat preservation is good, the noise insulation is good, difficult fire nature is good, the characteristics that the durability is good, the fiber cement board has fire-proof insulation, dampproofing and waterproofing, thermal-insulated sound insulation, matter is light weight high strength, the life-span is overlength, workable and secondary fitment performance is good characteristics, the intensity of first slat and second slat has been improved, the heat preservation is heat-insulated, fire resistance, thermal-insulated sound insulation durability in use.
A construction method of a light composite slat system is characterized by comprising the following steps:
(a) construction preparation: before construction, cleaning the joint parts of the battens, the beam bottom surface, the floor surface and the wall column surface, cleaning mortar and concrete blocks protruding out of the wall column surface, popping up ink lines at the mounting positions of the battens on the floor surface, the beam bottom surface and the wall column surface respectively according to the position sizes of the battens in a construction drawing, marking a size line of a door and window opening, hanging a vertical line on a ceiling, and popping up the ink lines after the vertical line is accurate so as to control the verticality of the battens;
(b) installing a positioning plate: sequentially mounting a first strip plate from one end of a main body wall and a column to the other end, when a door and window opening exists, mounting the first strip plate from the door and window opening to two sides, fixing a U-shaped top clamping block on the beam bottom surface at intervals of 300-500 mm according to an ink line popped up on the beam bottom surface, fixing a U-shaped side clamping block on the wall column surface at intervals of 500-600 mm according to the ink line popped up on the wall column surface, fixing a first supporting bottom block on the floor surface by using a shooting nail according to the ink line popped up on the floor surface, fixing an L-shaped positioning block at the joint of the beam bottom surface and the wall column surface, fixing an L-shaped positioning block at the joint of the floor surface and the wall column surface, uniformly scraping adhesive glue on the top surface of the first strip plate, clamping the top of the first strip plate into a groove of the U-shaped top clamping block, clamping the bottom of the first strip plate between convex blocks of the supporting bottom block, upwards jacking the first strip plate by using a pry bar, enabling the top of the first batten to be tightly combined with the beam slab, simultaneously driving at least two wood wedges between the support bottom block and the bottom of the first batten by another person, knocking the wood wedges to temporarily fix the first batten, then checking and adjusting the verticality and the flatness of the first batten, controlling the thickness of a joint between the bottom surface of the first batten and the floor surface to be 5-8 mm, knocking the wood wedges again after meeting the requirements, enabling the wood wedges to tightly push the bottom of the first batten, and completing the final fixation of the first batten;
(c) installing other laths: installing second strip plates from two sides of the first strip plate, fixedly installing a next supporting bottom block according to the size of the second strip plate and ink lines popped up on the floor surface before installation, then uniformly scraping adhesive glue on the side surfaces of the installed first strip plates, uniformly scraping adhesive glue on the side surfaces and the top surfaces of the second strip plates, then clamping the top of the second strip plate into the groove of a next U-shaped top clamping block, clamping one side of the bottom of the second strip plate between the raised blocks of the last supporting bottom block, clamping the other side of the bottom of the second strip plate between the raised blocks of the next supporting bottom block, pushing the second strip plate until the outer raised strips of the second strip plate are clamped into the inner groove of the first strip plate, introducing steel bars into the ventilation holes, enabling the front section of the steel bars to be positioned in the ventilation holes and the rear section to be positioned in the ventilation holes, keeping the tight connection between the first strip plate and the second strip plate, tightly kneading plate gaps, and scraping the extruded adhesive glue, controlling the plate seam clearance within 5mm, adjusting the verticality and the flatness of the first strip plate and the second strip plate, adhering 5-8 cm wide fiber mesh cloth on the joint surface of the first strip plate and the second strip plate after the examination is qualified, and flattening and compacting;
(d) wall cylinder surface treatment: when the distance between the cutting edge and the wall cylinder surface is smaller than the size of a first strip plate or a second strip plate, a cutting ink line is popped up on the first strip plate or the second strip plate, redundant parts are cut off according to the ink line, then adhesive glue is uniformly scraped on the side surface and the top surface of the cut strip plate respectively, one side of the cut strip plate is spliced with the last strip plate, then the cutting strip plate is moved, the other side of the cutting strip plate is clamped into the groove of the U-shaped side clamping block, the surface of the whole strip plate is cleaned after the installation is finished, and the seam adhesive glue between the plates is rechecked to ensure fullness;
(e) gap filling: filling C20 fine stone concrete in gaps between the whole batten and the floor, the bottom surface of the beam and the wall column surface, withdrawing the wooden wedge after the strength of the C20 fine stone concrete meets the requirement, and tightly plugging the hole left by the wooden wedge by using the C20 fine stone concrete;
(f) plate surface treatment: and (3) after construction, checking all board seams, cleaning seam positions, filling up damaged gaps, uniformly coating materials adaptive to the board materials on the whole-surface board, leveling and press polishing, embedding and filling elastic putty filling slurry at each seam, leveling bottom putty on the whole surface, coating alkali-resistant mesh cloth before the putty is not dried, leveling bottom putty on the alkali-resistant mesh cloth again, and finally coating 1-2 times of smooth surface putty and coating paint.
Further, the specific way of fixing a U-shaped top clamping block on the beam bottom surface in the step (b) is to firstly drive a row of L-shaped bolts on the beam bottom surface, then clamp the top of the U-shaped top clamping block into a gap between the L-shaped bolts and the beam bottom surface, clamp the end part of the L-shaped bolts in an inner groove at one side of the U-shaped top clamping block, then drive a shooting nail into a through hole of the U-shaped top clamping block, fix the U-shaped top clamping block on the beam bottom surface, secondly drive another row of L-shaped bolts on the beam bottom surface, clamp the end part of the L-shaped bolts in an inner groove at the other side of the U-shaped top clamping block, firstly drive a row of L-shaped bolts to limit and fix one side of the U-shaped top clamping block, conveniently adjust the installation position of the U-shaped top clamping block, drive a shooting nail into the through hole after the adjustment, fix the U-shaped top clamping block, then drive another row of L-shaped, meanwhile, the U-shaped top clamping block is tightly pressed and fixed on the bottom surface of the beam, and is matched with the shooting nail in the through hole, so that the stability of the U-shaped top clamping block after installation is improved, the tensile strength is high, and the U-shaped top clamping block is not easy to fall off.
Furthermore, before popping up the ink lines of the installation positions of the battens on the floor surface, the beam bottom surface and the wall column surface in the step (a), firstly finding out the central line of the installation position on the floor surface, then popping up the side lines to two sides according to the central line, vertically leading to the beam bottom surface, popping up the side lines of the installation positions according to the central line, conveniently checking and calibrating, reducing construction errors and avoiding the phenomenon that the battens are not vertical to the wall column surface after being installed.
Further, the specific method of checking and adjusting the verticality and the flatness of the first strip plate in the step (b) is to check the verticality of the first strip plate by using a plumb bob, check the flatness by using an aluminum alloy guiding rule, adjust the strip plate in place by using an adjusting wood wedge, and take the first strip plate as a positioning plate to play a role in positioning and calibrating for subsequent installation, so that the verticality and the flatness of the first strip plate are ensured, and the installation precision, the construction efficiency and the construction quality of the subsequent strip plate can be improved.
Due to the adoption of the technical scheme, the invention has the following beneficial effects:
the composite batten system has the advantages of light weight, high strength, high stability, heat preservation, heat insulation, good flame retardance and quick construction, solves the problems of tedious construction, time and labor consumption and the like of the traditional outer wall, coats the bonding glue in the inner groove of the first batten during installation, coats the bonding glue on the outer convex strip of the second batten, clamps the outer convex strip of the second batten into the inner groove of the first batten, bonds the outer convex strip of the second batten with the inner groove of the first batten, does not generate relative offset, and has high stability; the supporting bottom block is connected with the first strip plate and the second strip plate, the protruding blocks symmetrically distributed on one side of the supporting bottom block clamp the bottom of the first strip plate, the protruding blocks symmetrically distributed on the other side of the supporting bottom block clamp the bottom of the second strip plate, and the first strip plate and the second strip plate are in limit connection and are forced together by one supporting bottom block, so that the stability is improved; the end parts of the L-shaped bolts are embedded into the inner grooves of the U-shaped top clamping blocks, the L-shaped bolts which are symmetrically distributed are driven into the bottom surface of the beam, the top plate of the U-shaped top clamping blocks is tightly pressed on the bottom surface of the beam through the end parts of the L-shaped bolts, the U-shaped top clamping blocks are limited and fixed, the firmness of the U-shaped top clamping blocks fixed on the bottom surface of the beam is improved, the U-shaped top clamping blocks are fixed on the surface of the beam, the top limiting effect is achieved when the first strip plate and the second strip plate are installed, the support is assisted, the toppling is prevented, and the construction is convenient; first slat and second slat are assembled into compound slat, and the top is passed through the spacing connection of U type top fixture block, and the lateral part is passed through the spacing connection of U type side fixture block, and the bottom is through supporting the spacing connection of bottom block, and the fixed connection between realization and beam bottom face, floor, wall column face three after the construction forms a flexible whole, and the system of leading each other, stability is high, is difficult to disintegrate.
The construction method is simple, reasonable and orderly, easy to control, high in construction efficiency, good in construction effect, few in related equipment and low in cost, the first strip plate is fixedly installed at first and serves as a positioning plate to play a role in positioning and calibrating the subsequent strip plate installation, the accurate perpendicularity and flatness of the subsequent strip plate are guaranteed, the installation precision, the construction efficiency and the construction quality of the subsequent strip plate can be improved, the splicing surfaces of the first strip plate and the second strip plate are fully scraped with adhesive glue and are matched with the clamping limiting function of the inner grooves and the outer convex strips, the first strip plate and the second strip plate are more tightly bonded and connected into a whole, and fiber gridding cloth is adhered to the joint surfaces of the first strip plate and the second strip plate to prevent cracks and hollows at the joint; c20 fine stone concrete is filled into the gaps between the whole batten and the floor surface, the beam bottom surface and the wall column surface, so that the connection strength of the whole batten and the joints of the floor surface, the beam bottom surface and the wall column surface is improved, cracks are prevented from occurring, and the integrity and the rigidity of the whole structure are prevented from being influenced.
Drawings
The invention will be further described with reference to the accompanying drawings in which:
FIG. 1 is a schematic view of a lightweight composite flight system according to the present invention;
FIG. 2 is a schematic structural view of a U-shaped ejector fixture block according to the present invention;
FIG. 3 is a schematic view of a first slat of the present invention;
FIG. 4 is a schematic view of a second slat of the present invention;
fig. 5 is a schematic structural view of the support base block of the present invention.
In the figure: 1-a first ribbon; 2-a second lath; 3-U-shaped top fixture blocks; 4-U-shaped side clamping blocks; 5-supporting the bottom block; 6-ALC board; 7-fiber cement board; 8-through holes; 9-mounting holes; 10-fixing the perforation; 11-an inner groove; 12-external convex strips; 13-fiber mesh cloth; 14-a vent hole; 15-air holes; 16-raised blocks; 17-inner slotting; 18-L bolt; 19-L-shaped positioning blocks; 20-positioning the perforation.
Detailed Description
As shown in fig. 1 to 5, the lightweight composite slat system of the present invention comprises a first slat 1, a second slat 2, a U-shaped top block 3, a U-shaped side block 4, and a supporting bottom block 5, wherein the first slat 1 and the second slat 2 have the same thickness, the first slat 1 and the second slat 2 both comprise ALC boards 6 and fiber cement boards 7, the fiber cement boards 7 are disposed on the upper and lower surfaces of the ALC boards 6, and the ALC boards 6 and the fiber cement boards 7 are organically combined together into a whole by the self-adhesion of polyurethane rigid foam. The ALC board 6 has the characteristics of light weight, high strength, good heat insulation, good sound insulation, good fire resistance and good durability, and the fiber cement board 7 has the characteristics of fire prevention, insulation, water and moisture prevention, heat insulation and sound insulation, light weight, high strength, overlong service life, good processability and secondary decoration performance, and improves the strength, heat insulation, flame resistance, heat insulation and sound insulation service durability of the first board 1 and the second board 2.
The U-shaped top clamping block 3 is provided with a through hole 8, and a shooting nail is driven into the through hole 8, so that the U-shaped top clamping block 3 can be fixed on the bottom surface of the beam. The U-shaped side clamping block 4 is provided with a mounting hole 9, and a shooting nail is driven into the mounting hole 9, so that the U-shaped side clamping block 4 can be fixed on a wall column surface. The supporting bottom block 5 is provided with a fixing through hole 10, and a shooting nail is driven into the fixing through hole 10, so that the supporting bottom block 5 can be fixed on the floor surface. First slat 1 all is equipped with U type top fixture block 3 with the top of second slat 2, one side of first slat 1 is located to U type side fixture block 4, 6 both sides of ALC board of first slat 1 all are equipped with inner groovy 11, 6 both sides of ALC board of second slat 2 all are equipped with outer sand grip 12, outer sand grip 12 is located inner groovy 11, scribble the bonding glue in inner groovy 11 of first slat 1 during the installation, scribble the bonding glue on outer sand grip 12 of second slat 2, then go into outer sand grip 12 card of second slat 2 in inner groovy 11 of first slat 1, bond together each other, relative skew can not take place, and stability is high, and the construction is simple, and is efficient. A fiber mesh cloth 13 is bonded between the joints of the first strip board 1 and the second strip board 2, and the fiber mesh cloth 13 protects the joint surface between the first strip board 1 and the second strip board 2 and prevents cracks from occurring at the joints during use. The side of first slat 1 is equipped with air vent 14, air vent 14 transversely runs through first slat 1, the side of second slat 2 is equipped with bleeder vent 15, bleeder vent 15 transversely runs through second slat 2, air vent 14 intercommunication bleeder vent 15, air vent 14 has increased the gas permeability of first slat 1, bleeder vent 15 has increased the gas permeability of second slat 2, first slat 1 splices the back with second slat 2 each other, air vent 14 communicates with bleeder vent 15 each other, the holistic gas permeability of compound slat has been improved, do benefit to the discharge of bubble, prevent that the bubble from piling up and causing the swelling to appear on compound slat surface, influence pleasing to the eye degree and inner structure stability. All be equipped with protruding piece 16 on the four corners of support end block 5, support end block 5 and connect first slat 1 and second slat 2, support end block 5 one side symmetric distribution's protruding piece 16 and block the bottom of first slat 1, support end block 5 opposite side symmetric distribution's protruding piece 16 and block the bottom of second slat 2, one supports end block 5 and carries out spacing connection with first slat 1 and second slat 2 simultaneously, forces each other together, has improved stability. The both sides of U type top callipers piece 3 all are equipped with interior fluting 17, be connected with L type bolt 18 on the interior fluting 17, earlier with the tip embedding U type top callipers piece 3 of L type bolt 18 in the interior fluting 17, squeeze into the bottom of beam face simultaneously with the L type bolt 18 of symmetric distribution again on, the tip through L type bolt 18 compresses tightly the roof of U type top callipers piece 3 on the bottom of beam face, realize U type top callipers piece 3 spacing fixed, improved the firmness that U type top callipers piece 3 was fixed on the bottom of beam face. The upper and lower corners of the first slat 1 are respectively provided with an L-shaped positioning block 19, the L-shaped positioning block 19 is provided with a positioning through hole 20, a nail is driven into the positioning through hole 20, the L-shaped positioning block 19 can be fixed at the joint of the beam slab and the wall column, the fixing is simple, then the L-shaped positioning block 19 and the first slat 1 are bonded together through a bonding material, and the L-shaped positioning block 19 plays a role in positioning and fixing the corners of the first slat 1, so that the higher verticality of the first slat 1 is maintained.
A method of constructing a lightweight composite plank system comprising the steps of:
(a) construction preparation: before the construction operation, clear up slat and soffit plate earlier, building ground, the joint part of wall cylinder, with the mortar of protrusion wall cylinder, the concrete piece clean up, then according to the slat position size in the construction drawing, the central line of finding the mounted position on building ground, then pop out the sideline to both sides according to the central line, and lead to the soffit plate perpendicularly, pop out the sideline of mounted position according to the central line, conveniently check the calibration, can reduce construction error, avoid appearing the phenomenon of slat installation back and wall cylinder out of plumb. Then, ink lines are respectively popped at the installation positions of the battens on the floor surface, the bottom surface of the beam and the wall column surface to mark the dimension line of the door and window opening, a vertical line is hung on the ceiling, and after the vertical line is accurate, the ink lines are popped to control the verticality of the battens.
(b) Installing a positioning plate: a first batten 1 is sequentially installed from one end of a main body wall and a column to the other end, when a door and window hole is formed, a U-shaped top clamping block 3 is fixed on the beam bottom surface at intervals of 300-500 mm according to ink lines popped out from the beam bottom surface, a row of L-shaped bolts 18 are firstly punched on the beam bottom surface, then the top of the U-shaped top clamping block 3 is clamped into a gap between the L-shaped bolts 18 and the beam bottom surface, so that the end part of each L-shaped bolt 18 is clamped in an inner groove 17 on one side of the U-shaped top clamping block 3, then nails are punched into a through hole 8 of the U-shaped top clamping block 3, the U-shaped top clamping block 3 is fixed on the beam bottom surface, then another row of L-shaped bolts 18 are punched on the beam bottom surface, the end part of each L-shaped bolt 18 is clamped in an inner groove 17 on the other side of the U-shaped top clamping block 3, one row of L-shaped bolts 18 is firstly punched to limit and fix the U-shaped top clamping block 3 on, after the adjustment is finished, the penetrating nail is driven into the through hole 8, the U-shaped top clamping block 3 is fixed, another row of L-shaped bolts 18 are driven into, the two rows of L-shaped bolts 18 are symmetrically distributed, the end part of each L-shaped bolt is located in the inner groove 17, the U-shaped top clamping block 3 is tightly pressed and fixed on the bottom of the beam, the penetrating nail in the through hole 8 is matched, the stability after the U-shaped top clamping block 3 is installed is improved, the tensile strength is high, and the falling is not easy. Fixing a U-shaped side fixture block 4 on a wall column surface every 500-600 mm according to ink lines popped up on the wall column surface, fixing a first supporting bottom block 5 on the floor surface by using shooting nails according to the ink lines popped up on the floor surface, fixing an L-shaped positioning block 19 at the joint of the beam bottom surface and the wall column surface, fixing the L-shaped positioning block 19 at the joint of the floor surface and the wall column surface, then uniformly and fully scraping adhesive glue on the top surface of a first strip plate 1, clamping the top of the first strip plate into a groove of a U-shaped top fixture block 3, clamping the bottom of the first strip plate into a space between protruding blocks 16 of the supporting bottom block 5, tightly pushing the first strip plate 1 upwards by using a crow bar by one person, extruding the adhesive glue from the periphery, removing the adhesive glue by a scraper in time, enabling the top of the first strip plate 1 to be tightly combined with the beam plate, simultaneously driving at least two wood wedges between the supporting bottom block 5 and the bottom of the first strip plate 1, knocking the wood wedges, then the first strip plate 1 is checked and adjusted for verticality and flatness, the first strip plate 1 is checked for verticality by a plumb bob, the flatness is checked by an aluminum alloy running rule, a strip plate is adjusted in place by adjusting a wood wedge, and the first strip plate 1 is used as a positioning plate to play a role in positioning and calibrating for subsequent installation, so that the verticality and the flatness are ensured, and the precision, the construction efficiency and the construction quality of the subsequent strip plate installation can be improved. The thickness of the seam between the bottom surface of the first batten 1 and the floor surface is controlled to be 5-8 mm, the wooden wedge is knocked again after the requirement is met, the wooden wedge tightly pushes the bottom of the first batten 1, and the final fixation of the first batten 1 is completed.
(c) Installing other laths: installing second strips 2 from two sides of a first strip 1, fixedly installing a next supporting bottom block 5 according to the size of the second strips 2 and ink lines popped up on the floor surface before installation, then uniformly scraping adhesive glue on the side surface of the installed first strip 1, uniformly scraping adhesive glue on the side surface and the top surface of the second strip 2, then clamping the top of the second strip 2 into the groove of a next U-shaped top clamping block 3, clamping one side of the bottom into the space between the raised blocks 16 of the last supporting bottom block 5, clamping the other side of the bottom into the space between the raised blocks 16 of the next supporting bottom block 5, pushing the second strip 2 until the outer convex strip 12 of the second strip 2 is clamped into the inner groove 11 of the first strip 1, introducing a steel bar into the vent 15, enabling the front section of the steel bar to be positioned in the vent 14, enabling the rear section to be positioned in the vent 15, and improving the transverse tensile strength after the first strip 1 is spliced with the second strip 2 through the steel bar, Compressive strength, and are mutually drawn into a whole. Keeping the first strip plate 1 and the second strip plate 2 in tight connection, tightly kneading plate seam gaps, scraping the extruded bonding glue, controlling the plate seam gaps within 5mm, adjusting the verticality and the flatness of the first strip plate 1 and the second strip plate 2, adhering 5-8 cm wide fiber mesh cloth 13 on the surface of a seam of the first strip plate 1 and the second strip plate 2 after the inspection is qualified, flattening and compacting, and preventing cracks and hollows at the position.
(d) Wall cylinder surface treatment: when mounted at a distance from the wall cylinder that is less than the size of one first slat 1 or second slat 2, a cutting ink line is popped up on the first strip plate 1 or the second strip plate 2, an excess part is cut off according to the ink line, then uniformly scraping adhesive glue on the side surface and the top surface of the cut batten, splicing one side of the cut batten with the last batten, moving the cut batten to clamp the other side of the cut batten into the groove of the U-shaped side clamping block 4, one side of this cutting slat is spacing with the slat of having installed is connected, and the opposite side is by the spacing joint of U type side fixture block 4, and the apex angle and the base angle that face near the wall cylinder are with 19 frictional contact of L type locating piece again, can not empty after the installation, realize stable installation, carry out the face clearance after the installation of whole face slat is accomplished, and the seam adhesive tape between the rechecking board is ensured plump, guarantees the bonding strength between the adjacent slat, prevents to appear crack and hollowing.
(e) Gap filling: filling C20 fine stone concrete in gaps between the whole batten and the floor surface, the beam bottom surface and the wall column surface, withdrawing the wood wedge after the strength of the C20 fine stone concrete meets the requirement, and plugging the hole left by the wood wedge with the C20 fine stone concrete, so that the connection strength of the whole batten and the joints of the floor surface, the beam bottom surface and the wall column surface is improved, cracks are prevented from occurring, and the integrity and the rigidity of the whole structure are influenced.
(f) Plate surface treatment: the construction is finished to check all board seams, the seam parts are cleaned, damaged gaps are filled up to reduce the possibility of cracks, the materials which are adaptive to the materials of the battens and have the colors close to the board surfaces are uniformly smeared on the whole battens, and the materials are flattened and press polished to enable the materials to be tightly bonded with the battens, so that surface fine cracks are eliminated. And then embedding and repairing elastic putty at each seam and fixing, fully leveling bottom putty on the whole surface, coating alkali-resistant mesh cloth before the putty is not dried, repeatedly leveling the bottom putty on the alkali-resistant mesh cloth, finally, coating 1-2 times of smooth surface putty, coating paint, and embedding and repairing the elastic putty at each seam, so that the effect of preventing the surface of the batten from generating cracks can be achieved, and the construction quality of the board surface is improved.
The composite batten system has the advantages of light weight, high strength, high stability, heat preservation, heat insulation, good flame retardance and quick construction, solves the problems of tedious construction, time and labor consumption and the like of the traditional outer wall, coats the bonding glue in the inner groove 11 of the first batten 1 during installation, coats the bonding glue on the outer convex strip 12 of the second batten 2, clamps the outer convex strip 12 of the second batten 2 into the inner groove 11 of the first batten 1, bonds the outer convex strip 12 of the second batten 2 with the inner groove 11 of the first batten 1, cannot generate relative offset, and is high in stability; the supporting bottom block 5 is connected with the first strip plate 1 and the second strip plate 2, the protruding blocks 16 symmetrically distributed on one side of the supporting bottom block 5 are clamped at the bottom of the first strip plate 1, the protruding blocks 16 symmetrically distributed on the other side of the supporting bottom block 5 are clamped at the bottom of the second strip plate 2, and the first strip plate 1 and the second strip plate 2 are in limit connection and are forced to be mutually combined through one supporting bottom block 5, so that the stability is improved; the end parts of the L-shaped bolts 18 are embedded into the inner grooves 17 of the U-shaped top clamping blocks 3, the L-shaped bolts 18 which are symmetrically distributed are driven into the bottom surface of the beam, the top plates of the U-shaped top clamping blocks 3 are tightly pressed on the bottom surface of the beam through the end parts of the L-shaped bolts 18, the U-shaped top clamping blocks 3 are limited and fixed, the firmness of the U-shaped top clamping blocks 3 fixed on the bottom surface of the beam is improved, the U-shaped top clamping blocks 3 are fixed on the surface of the beam, a top limiting effect is achieved when the first and second plates 1 and 2 are installed, supporting is assisted, toppling is prevented, and construction is facilitated; first slat 1 and second slat 2 assemble into compound slat, and 3 spacing connections are passed through at the top to U type top fixture block, and the lateral part passes through 4 spacing connections of U type side fixture block, and the bottom is through supporting 5 spacing connections of bottom block, realize after the construction with the beam bottom surface, floor, the fixed connection between the wall column face three, form a flexible whole, hold back each other, stability is high, is difficult to disintegrate.
The construction method is simple, reasonable and orderly, easy to control, high in construction efficiency, good in construction effect, few in related equipment and low in cost, the first strip plate 1 is fixedly installed firstly, the first strip plate 1 is used as a positioning plate to play a role in positioning and calibrating the subsequent strip plate installation, the accurate verticality and flatness of the subsequent strip plate are ensured, the installation precision, the construction efficiency and the construction quality of the subsequent strip plate can be improved, the splicing surfaces of the first strip plate 1 and the second strip plate 2 are fully coated with adhesive glue, the inner groove 11 and the outer convex strip 12 are matched to be clamped and limited, the first strip plate 1 and the second strip plate 2 are more tightly connected into a whole after being bonded, and the fiber gridding cloth 13 is adhered to the joint surfaces of the first strip plate 1 and the second strip plate 2 to prevent cracks and hollows from occurring at the joint; c20 fine stone concrete is filled into the gaps between the whole batten and the floor surface, the beam bottom surface and the wall column surface, so that the connection strength of the whole batten and the joints of the floor surface, the beam bottom surface and the wall column surface is improved, cracks are prevented from occurring, and the integrity and the rigidity of the whole structure are prevented from being influenced.
The above is only a specific embodiment of the present invention, but the technical features of the present invention are not limited thereto. Any simple changes, equivalent substitutions or modifications made based on the present invention to solve the same technical problems and achieve the same technical effects are within the scope of the present invention.
Claims (6)
1. A construction method of a light composite slat system is characterized in that: the light composite batten system comprises a first batten, a second batten, a U-shaped top clamping block, a U-shaped side clamping block and a supporting bottom block, the first strip plate and the second strip plate have the same thickness, the tops of the first strip plate and the second strip plate are both provided with the U-shaped top clamping block, the U-shaped side clamping block is arranged on one side of the first strip plate, inner grooves are arranged on both sides of the first strip plate, the two sides of the second ribbon board are respectively provided with an outer convex strip which is positioned in the inner groove, the four corners of the supporting bottom block are respectively provided with a convex block, the supporting bottom block is connected with the first strip plate and the second strip plate, inner grooves are arranged on two sides of the U-shaped top clamping block, the inner open groove is connected with an L-shaped bolt, the U-shaped top clamping block is provided with a through hole, the U-shaped side clamping block is provided with a mounting hole, and the supporting bottom block is provided with a fixing through hole; the construction method comprises the following steps: (a) preparation of construction: before construction, cleaning the joint parts of the battens, the beam bottom surface, the floor surface and the wall column surface, cleaning mortar and concrete blocks protruding out of the wall column surface, popping up ink lines at the mounting positions of the battens on the floor surface, the beam bottom surface and the wall column surface respectively according to the position sizes of the battens in a construction drawing, marking a size line of a door and window opening, hanging a vertical line on a ceiling, and popping up the ink lines after the vertical line is accurate so as to control the verticality of the battens; (b) installing a positioning plate: installing a first batten from one end of a main body wall and a column to the other end in sequence, when a door and window hole is formed, installing the first batten from the door and window hole to two sides, fixing a U-shaped top clamping block on the beam bottom surface at intervals of 300-500 mm according to ink lines popped out from the beam bottom surface, specifically, driving a row of L-shaped bolts on the beam bottom surface, then clamping the top of the U-shaped top clamping block into a gap between the L-shaped bolts and the beam bottom surface, clamping the end part of each L-shaped bolt in an inner groove on one side of the U-shaped top clamping block, then driving a shooting nail into a through hole of the U-shaped top clamping block, fixing the U-shaped top clamping block on the beam bottom surface, and then driving a row of L-shaped bolts on the beam bottom surface, so that the end part of each L-shaped bolt is clamped in; fixing a U-shaped side clamping block on a wall column surface every 500-600 mm according to ink lines popped up on the wall column surface, fixing a first supporting bottom block on the floor surface by using a shooting nail according to the ink lines popped up on the floor surface, fixing an L-shaped positioning block at the joint of the beam bottom surface and the wall column surface, fixing the L-shaped positioning block at the joint of the floor surface and the wall column surface, uniformly scraping adhesive glue on the top surface of a first strip plate, clamping the top of the first strip plate into a groove of the U-shaped top clamping block, clamping the bottom of the first strip plate into a space between convex blocks of the supporting bottom block, pushing the first strip plate upwards by using a crow bar by one person, extruding the adhesive glue from the periphery, removing the adhesive glue by using a scraper in time to enable the top of the first strip plate to be tightly combined with the beam plate, simultaneously driving at least two wood wedges between the supporting bottom block and the bottom of the first strip plate by the other person, knocking the wood wedges to temporarily fix the first strip plate, checking and adjusting, the method comprises the following steps of checking the verticality of a first batten by using a plumb bob, checking the flatness by using an aluminum alloy guiding rule, and adjusting the batten in place by adjusting a wood wedge; the thickness of a joint between the bottom surface of the first batten and the floor surface is controlled to be 5-8 mm, and the wooden wedge is knocked again after the thickness meets the requirement, so that the wooden wedge is tightly propped against the bottom of the first batten, and the final fixing of the first batten is completed; (c) installing the rest laths: installing second strip plates from two sides of the first strip plate, fixedly installing a next supporting bottom block according to the size of the second strip plate and ink lines popped up on the floor surface before installation, then uniformly scraping adhesive glue on the side surfaces of the installed first strip plates, uniformly scraping adhesive glue on the side surfaces and the top surfaces of the second strip plates, then clamping the top of the second strip plate into the groove of a next U-shaped top clamping block, clamping one side of the bottom of the second strip plate between the raised blocks of the last supporting bottom block, clamping the other side of the bottom of the second strip plate between the raised blocks of the next supporting bottom block, pushing the second strip plate until the outer raised strips of the second strip plate are clamped into the inner groove of the first strip plate, introducing steel bars into the ventilation holes, enabling the front section of the steel bars to be positioned in the ventilation holes and the rear section to be positioned in the ventilation holes, keeping the tight connection between the first strip plate and the second strip plate, tightly kneading plate gaps, and scraping the extruded adhesive glue, controlling the plate seam clearance within 5mm, adjusting the verticality and the flatness of the first strip plate and the second strip plate, adhering 5-8 cm wide fiber mesh cloth on the joint surface of the first strip plate and the second strip plate after the examination is qualified, and flattening and compacting; (d) wall and column surface treatment: when the distance between the cutting edge and the wall cylinder surface is smaller than the size of a first strip plate or a second strip plate, a cutting ink line is popped up on the first strip plate or the second strip plate, redundant parts are cut off according to the ink line, then adhesive glue is uniformly scraped on the side surface and the top surface of the cut strip plate respectively, one side of the cut strip plate is spliced with the last strip plate, then the cutting strip plate is moved, the other side of the cutting strip plate is clamped into the groove of the U-shaped side clamping block, the surface of the whole strip plate is cleaned after the installation is finished, and the seam adhesive glue between the plates is rechecked to ensure fullness; (e) gap filling: filling C20 fine stone concrete in gaps between the whole batten and the floor, the bottom surface of the beam and the wall column surface, withdrawing the wooden wedge after the strength of the C20 fine stone concrete meets the requirement, and tightly plugging the hole left by the wooden wedge by using the C20 fine stone concrete; (f) plate surface treatment: the construction is finished to check all board seams, the seam parts are cleaned, damaged gaps are filled up, materials adaptive to the board materials are uniformly smeared on the whole-surface board, the whole-surface board is flattened and press-finished, then elastic putty is embedded and fixed at each seam opening, the whole surface is filled with the bottom putty, alkali-resistant mesh cloth is coated before the putty is not dried, the bottom putty is flattened again on the alkali-resistant mesh cloth, and finally, the smooth surface putty and coating paint are coated for 1-2 times.
2. The method of constructing a lightweight composite flight system as claimed in claim 1, wherein: the side of first slat is equipped with the air vent, the air vent transversely runs through first slat, the side of second slat is equipped with the bleeder vent, the bleeder vent transversely runs through the second slat, the air vent intercommunication the bleeder vent.
3. The method of constructing a lightweight composite flight system as claimed in claim 1, wherein: the upper and lower corner of first slat all is equipped with L type locating piece, be equipped with the location perforation on the L type locating piece.
4. The method of constructing a lightweight composite flight system as claimed in claim 1, wherein: and a fiber mesh cloth is bonded between the joints of the first strip plate and the second strip plate.
5. The method of constructing a lightweight composite flight system as claimed in claim 1, wherein: the first batten with the second batten all includes ALC board, fiber cement board, the fiber cement board is located the upper and lower two sides of ALC board, the evagination strip is located the both sides of ALC board.
6. The method of constructing a lightweight composite flight system as claimed in claim 1, wherein: in the step (a), before the ink lines of the installation positions of the battens are popped up on the floor surface, the beam bottom surface and the wall column surface, the central line of the installation position is found out on the floor surface, then side lines are popped up to two sides according to the central line, and the side lines are vertically led to the beam bottom surface.
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| CN109024998A (en) * | 2018-08-06 | 2018-12-18 | 庐江荣睿建设工程有限公司 | A kind of mounting process of batten of internal partition for building |
| CN110130544B (en) * | 2019-06-19 | 2024-06-11 | 中国五冶集团有限公司 | Light partition wall with auxiliary installation positioning device and construction method |
| CN110820958A (en) * | 2019-12-12 | 2020-02-21 | 贵州建工集团第一建筑工程有限责任公司 | Light composite batten assembling structure |
| CN111549969A (en) * | 2020-05-19 | 2020-08-18 | 朱珠 | Movable prevents energy-conserving building wall prefabricated component of bubble |
| CN111663685A (en) * | 2020-06-16 | 2020-09-15 | 中国五冶集团有限公司 | Construction method for assisting in installing and positioning ash slab light partition wall |
| CN112112377A (en) * | 2020-07-31 | 2020-12-22 | 中国一冶集团有限公司 | Self-locking heat-preservation thin block integrally constructed with cast-in-place structure and construction method |
| CN113338481B (en) * | 2021-07-14 | 2022-09-30 | 中建二局第二建筑工程有限公司 | Partition wall assembled wall body in building |
| CN116638619B (en) * | 2023-07-19 | 2023-09-29 | 河北盛通桁架楼承板科技有限公司 | Prefabricated assembly production line of dismantling-free steel bar truss floor carrier plate |
Family Cites Families (9)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN2320701Y (en) * | 1997-03-04 | 1999-05-26 | 程炜实业有限公司 | Composite wallboard |
| DE29919825U1 (en) * | 1999-11-12 | 2000-01-27 | Lethe-Metallbau GmbH, 21129 Hamburg | Component for creating walls, in particular interior walls, and / or ceilings, especially on ships |
| CN2725402Y (en) * | 2004-09-02 | 2005-09-14 | 庄祖明 | Light wall board having grooved tenon joining structure |
| CN2737860Y (en) * | 2004-10-26 | 2005-11-02 | 庄祖明 | Light sheet with tongue-and-groove structure |
| CN201024539Y (en) * | 2007-02-16 | 2008-02-20 | 朱赛瑜 | Shock-proof connection structure for plate |
| CN106193363A (en) * | 2015-05-04 | 2016-12-07 | 北新集团建材股份有限公司 | A kind of body of wall inserts firmware, holding firmware and connecting structure of wall and attaching method thereof |
| CN204781574U (en) * | 2015-06-24 | 2015-11-18 | 浙江东南网架股份有限公司 | Novel compound slat outer wall of light |
| CN205894373U (en) * | 2016-05-25 | 2017-01-18 | 北新集团建材股份有限公司 | Certainly, cooperation mosaic structure of assembled wall body |
| CN205935315U (en) * | 2016-08-19 | 2017-02-08 | 江苏华大集成房屋有限公司 | Light steel composite wall panel module |
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Denomination of invention: A light composite strip system and its construction method Effective date of registration: 20220630 Granted publication date: 20200828 Pledgee: Ganlin sub branch of Zhejiang Shengzhou Rural Commercial Bank Co.,Ltd. Pledgor: ZHEJIANG KEDA NEW BUILDING MATERIALS CO.,LTD. Registration number: Y2022330001170 |