CN115653303B - Indoor and outdoor wall construction system - Google Patents
Indoor and outdoor wall construction system Download PDFInfo
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- CN115653303B CN115653303B CN202211369229.3A CN202211369229A CN115653303B CN 115653303 B CN115653303 B CN 115653303B CN 202211369229 A CN202211369229 A CN 202211369229A CN 115653303 B CN115653303 B CN 115653303B
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Abstract
The invention discloses an indoor and outdoor wall construction system, which comprises an inner wall constructional column top bar planting drilling device, an outer wall dry hanging decoration surface construction system and a wall body embedded sleeve construction system; the external wall dry-hanging facing construction system comprises crisscrossed main keels and auxiliary keels, wherein the main keels are vertically arranged on a wall surface, the auxiliary keels are transversely arranged on the main keels, and dry-hanging facing materials are arranged between grids surrounded by the main keels and the auxiliary keels; the wall body embedded sleeve construction system comprises a steel embedded sleeve, wherein the steel embedded sleeve comprises a round steel pipe and a cross steel plate support frame, the round steel pipe is divided into four equally divided split type duct pieces, and the cross steel plate support frame is inserted between the four split type duct pieces to enable the four split type duct pieces to be connected together. The invention effectively solves the problems of poor safety and difficult operation of the existing manual drilling, easy blockage and difficult control of the gradient of the existing embedded sleeve, and long construction period of the dry hanging decorative surface of the outer wall.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to an indoor and outdoor wall construction system.
Background
When the wall body is constructed, construction processes such as building constructional columns, laying embedded sleeves, dry hanging decoration surfaces of the outer wall and the like are generally involved. When the reinforcement bar is planted at the top of the secondary structural constructional column of the building for drilling, the reinforcement bar is planted, a drilling worker can climb up the ladder frame and then raise the head to drill holes, dust from the holes can fall into the oral cavity and eyes, the construction is carried out by lifting an electric drill for a long time, the time and the labor are wasted, and safety accidents are easy to occur; the ladder frame has large dead weight and is inconvenient to carry; the ladder frame is high to be mostly fixed modulus, can not be adjusted well according to the actual height in the scene, and the condition that the operation platform is too high or too low frequently occurs, and drilling operation is difficult. In the process of decorating the outer wall surface, a method of dry hanging facing materials (mainly stone) is often used for installation, and the facing materials are directly hung on the wall surface mainly by means of keel hanging pieces (mainly main keels and auxiliary keels) without grouting and pasting. In the construction process, due to errors in the construction of the dry-hanging keels, the dry-hanging stone cannot be constructed in advance, the construction can be started after the accurate measurement of the installation dimension is completed after the keel construction is completed, and the stone production period is longer, so that the interval time between the keel construction and the stone installation is longer, and the construction period is greatly influenced; and partial outer wall surface is influenced by factors such as scaffold or self structure when pouring, can not accurately control the flatness, and the flatness of the stone wall surface hung on the scaffold is difficult to control. The embedded sleeve is generally an air conditioner embedded pipe, a kitchen smoke exhaust pipe, a bathroom exhaust pipe and the like. The embedded sleeve is designed to prevent rainwater from flowing backwards, has drainage gradient requirements, and is embedded by adopting a PVC pipe or a steel pipe on site. In the pouring process, the PVC pipe is easy to damage, so that a hole is blocked; the steel pipe is adopted, so that the steel pipe is high in pre-buried cost and cannot be recycled, and the material waste is easy to cause; and the gradient of the embedded sleeve is not easy to control during pouring, and the problem of falling gradient is easy to occur.
Disclosure of Invention
Aiming at the problems in the prior art, the invention provides an indoor and outdoor wall construction system to solve the problems of poor safety and difficult operation of the existing manual drilling, easy blockage and difficult control of the gradient of the existing embedded sleeve, and the problems of long construction period and difficult control of the flatness of the facing of the dry hanging facing of the outer wall.
In order to achieve the above purpose, the invention provides an indoor and outdoor wall construction system, which comprises an inner wall constructional column top bar planting drilling device, an outer wall dry hanging facing construction system and a wall body embedded sleeve construction system; the construction system for the dry-hanging facing of the outer wall comprises crisscrossed main keels and auxiliary keels, wherein the main keels are vertically arranged on a wall surface, the auxiliary keels are transversely arranged on the main keels, dry-hanging facing materials are arranged between grids surrounded by the main keels and the auxiliary keels, and the construction system for the embedded sleeve of the wall body comprises steel embedded sleeves;
the steel bar planting and drilling device at the top of the inner wall constructional column comprises a horizontal connecting rod, a horizontal rod, vertical rods and a pull rod, wherein the horizontal connecting rod is fixed between two adjustable tripods, a guide hole penetrating up and down is formed in the middle of the horizontal connecting rod, the vertical rods are formed by splicing a plurality of standard sections and a section of compensation section by threads, the vertical rods penetrate through the guide hole, the lower ends of the vertical rods are fixed with the middle of the horizontal rod, electric drills are fixed at the upper ends of the vertical rods, two corner pulleys are respectively fixed at the two ends of the horizontal connecting rod, a nylon rope is wound on each corner pulley, a hanging ring is respectively fixed at the position of the horizontal rod corresponding to each corner pulley, one end of each nylon rope is connected with the corresponding hanging ring, the other end of each nylon rope is connected with the pull rod, and the pull rod can be driven to move upwards by pulling the pull rod, so that the electric drills on the vertical rods can be driven to move upwards;
the auxiliary keel is provided with bolt holes extending back and forth at the positions where the main keel is used for being connected with the auxiliary keel, the auxiliary keel is L-shaped, a plurality of clamping grooves are formed in the vertical face and the plane of the auxiliary keel at intervals, the clamping grooves on the vertical face extend up and down, the clamping grooves on the plane extend left and right, the auxiliary keel is fixed on the main keel through the bolt holes corresponding to the bolt holes in a screwed mode, the auxiliary keel can be adjusted up and down through the clamping groove space, clamping groove connecting pieces are vertically arranged on the inner sides of the dry hanging facing materials, clamping grooves extending back and forth are formed in the clamping groove connecting pieces, the bolt assemblies penetrate through the clamping grooves on the clamping groove connecting pieces, and the clamping grooves on the plane of the auxiliary keel are connected together, and the dry hanging facing materials can be adjusted up and down through the clamping groove space;
the steel embedded sleeve comprises a round steel pipe and a cross steel plate support frame, the round steel pipe is divided into four equally-divided split type duct pieces, limiting grooves are formed in the middle of the inner wall of each split type duct piece, clamping heads are arranged on four edges of the cross steel plate support frame, the extending directions of the limiting grooves, the cross steel plate support frame and the clamping heads are identical, the cross steel plate support frame is matched with the limiting grooves through the clamping heads to be inserted between the four split type duct pieces, the four split type duct pieces are connected together, two ends of the round steel pipe are respectively provided with a rubber plug, the rubber plugs are in inclined cylindrical shapes, screws are arranged on the inner sides of the rubber plugs, first threaded holes are formed in the cross centers of two ends of the cross steel plate support frame, and the rubber plugs are fixedly connected with the cross steel plate support frame through the screws in the first threaded holes, so that the steel embedded sleeve with gradient and identical directions at two ends is formed.
In the scheme, the method comprises the following steps: still include wall switch socket construction system, wall switch socket construction system includes pre-buried line box and apron, the left and right sides of pre-buried line box inner chamber is provided with the installation ear, is provided with the second screw hole on the installation ear, the both ends correspond the second screw hole and are provided with the mounting hole about the apron, are close to the edge at the both ends about the apron and respectively are equipped with a fretwork portion, the fretwork portion does not destroy the mounting hole for the plate at mounting hole place forms the journal stirrup with the apron relatively, and two fretwork portion positions department all is equipped with always card strip, also be provided with a row of mounting hole on the straight card strip, the one end vertical hinge of straight card strip is on the journal stirrup, when the relative journal stirrup of straight card strip rotates and does not rotate outside the apron edge, straight card strip can be located fretwork portion always. When the embedded wire box is slightly offset and slightly deformed, through the straight clamping strips on two sides of the rotary cover plate, each side can select one mounting hole to be aligned with the second threaded hole on the embedded wire box, so that the cover plate can be mounted on the embedded wire box rightly, the problem that the cover plate cannot be mounted or is not mounted rightly due to slight deformation or inclination of the embedded wire box is effectively solved, and unqualified reworking cost of the embedded wire box is reduced.
In the scheme, the method comprises the following steps: the standard section length is 80-100cm, the compensation section length is 40-50cm, and the whole height of the vertical rod can be adjusted by selecting the installation section number of the standard section, so that the standard section is suitable for drilling operations of various layer heights.
In the scheme, the method comprises the following steps: the electric drill is fixed on the L-shaped fixing plate through two clamping rings, a threaded rod is arranged at the bottom of the L-shaped fixing plate, and the L-shaped fixing plate is in threaded connection with the vertical rod through the threaded rod. Simple structure, easy dismounting, stability is good.
In the scheme, the method comprises the following steps: the adjustable tripod is in threaded connection with the horizontal connecting rod, a walking device capable of braking is arranged at the bottom of the adjustable tripod, a U-shaped frame is respectively fixed below two ends of the horizontal connecting rod, and the horizontal rod is placed on the two U-shaped frames. The walking device enables the whole construction column top bar planting and drilling device at the top of the inner wall construction column to be convenient to shift, the two U-shaped frames can prevent the pull rod from being loosened after the electric drill finishes drilling, and the horizontal rod directly falls on the ground, so that the damage caused by friction between the horizontal rod and the ground when the inner wall construction column top bar planting and drilling device shifts is prevented.
In the scheme, the method comprises the following steps: the auxiliary joist adopts "L" type angle steel, and "L" type angle steel intensity is high, and has facade and plane simultaneously, is convenient to be connected with main joist through the facade, is convenient to be connected with dry hanging facing material through the plane.
In the scheme, the method comprises the following steps: the cross steel plate supporting frame is characterized in that a round steel sheet is arranged between the cross steel plate supporting frame and the rubber plug, the round steel sheet is sleeved on the screw, the diameter of the round steel sheet is matched with that of the round steel pipe, the round steel pipe is plugged through the round steel sheet, gaps are formed between the rubber plug and the round steel pipe after the rubber plug is pressed and deformed, and further, the concrete is prevented from leaking into the embedded sleeve to cause plugging when the wall body is poured.
In the scheme, the method comprises the following steps: the clamping head is a spherical clamping head, the limiting groove is formed by two L-shaped parts which are oppositely arranged, so that a space for the spherical clamping head to extend in and a notch for the cross steel plate supporting frame to pass through are formed, and the clamping structure has an anti-falling effect.
In the scheme, the method comprises the following steps: the hollowed-out part is semicircular, and the circle center of the mounting hole on the support lug coincides with the circle center of the semicircle. When the straight clamping strip rotates relative to the support lugs, the straight clamping strip just rotates relative to the circle center of the hollowed-out part, so that the area of the hollowed-out part can be set to be smaller as much as possible.
The beneficial effects of the invention are as follows:
when the reinforcement planting construction is carried out on the top of the inner wall constructional column, the nylon rope and the corner pulley form a fixed pulley mechanism, and under the action of the fixed pulley mechanism, the pull rod is pulled to drive the horizontal rod to move upwards, so that an electric drill on the vertical rod can be driven to move upwards, when the electric drill moves upwards, a beam bottom or a structural top plate on the top can be punched, an operator does not need to hold the electric drill to climb a ladder frame to punch, the injury of dust to the operator is reduced, the safety of the operator is ensured, the operation time is shortened, and the working efficiency is improved; moreover, the vertical rod is formed by splicing a plurality of standard joints and a plurality of compensating joints in a threaded manner, and the integral height of the vertical rod can be adjusted by selecting the number of the installing joints of the standard joints, so that the vertical rod is suitable for drilling operations with various layer heights, and the problem of difficulty in manual drilling operation is effectively solved;
when the dry hanging facing of the outer wall is constructed, threaded holes on the main joists can be drilled before leaving a factory according to the design size of the dry hanging facing material, the main joists and the auxiliary joists are connected through bolts, the auxiliary joists can be adjusted up and down relative to the main joists through clamping groove spaces, the dry hanging facing material can be adjusted in left and right directions through the clamping groove spaces, namely, the dry hanging facing material can be adjusted in the up and down and left and right directions relative to the main joists, and when the dry hanging facing material is installed, the length and width errors of the dry hanging facing material can be effectively eliminated, so that the dry hanging facing material is manufactured after the construction of the hanging wall of the main joists is finished and after the size measurement is finished, and the dry hanging facing material can be produced in advance so as to improve the construction efficiency; the position of the dry hanging facing material can be adjusted back and forth through the clamping groove space, so that the overall flatness of the dry hanging wall surface can be controlled;
when the wall body embedded sleeve is constructed, the split embedded sleeve is adopted to replace the traditional integral embedded sleeve, the split embedded sleeve is detachable after the hole is formed, after the end templates of the wall body are removed, the rubber plugs at the two ends are unscrewed, then the cross steel plate support frame is pulled out from one side, and finally the split type duct piece is taken out, so that the disassembling work of the embedded sleeve is completed, and the wall body embedded sleeve is simple in structure and convenient to disassemble; the embedded sleeve is stably clamped between the two end templates when being installed, the distance between the two end templates is a fixed value, the longer the embedded sleeve is, the steeper the gradient of the embedded sleeve is, and the length of the embedded sleeve can be changed by installing inclined cylindrical rubber plugs with different heights at the two ends of the cross steel plate support frame, so that the gradient of the embedded sleeve can be adjusted, the rubber plugs also play a role in plugging the two end ports of the sleeve, and the plugging caused by slurry leaking into the sleeve when casting is avoided; the problems of blocking of the hole of the embedded sleeve, material waste and deviation of gradient are effectively avoided, and the unqualified reworking cost of the embedded sleeve is reduced.
Drawings
FIG. 1 is a schematic diagram of a structure of a device for drilling reinforcing bars on top of an inner wall constructional column.
Fig. 2 is an elevational schematic of an exterior wall dry-facing construction system.
Fig. 3 is a schematic plan view of an exterior wall dry-facing construction system.
Fig. 4 is a schematic view of the field installation of a steel pre-buried sleeve.
Fig. 5 is a schematic structural view of a separate segment.
Fig. 6 is a schematic cross-sectional view of a steel pre-buried sleeve.
Fig. 7 is a schematic plan view and an exploded schematic view of the installation molding of the steel embedded sleeve.
Fig. 8 is a schematic structural view of a circular steel sheet.
Fig. 9 is a schematic diagram of a prior art switch jack installation.
Fig. 10 is a schematic plan view of the pre-buried wire box when installed.
Fig. 11 is a schematic plan view of the embedded wire box after being inclined.
Fig. 12 is a schematic plan view of the pre-buried wire box after deformation.
Fig. 13 is a schematic plan view of the cover plate without the card bar.
Fig. 14 is a schematic plan view of the cover plate with the straight clip strips.
Detailed Description
An indoor and outdoor wall construction system mainly comprises an inner wall constructional column top bar planting drilling device, an outer wall dry hanging decoration surface construction system, a wall body embedded sleeve construction system and a wall surface switch socket construction system.
As shown in fig. 1, the inner wall constructional column top bar planting drilling device comprises a horizontal connecting rod 1, a horizontal rod 2, a vertical rod 3 and a pull rod 4, wherein the horizontal connecting rod 1 is fixed between two adjustable tripods 5, and a guide hole 6 penetrating up and down is formed in the middle of the horizontal connecting rod 1. The pole setting 3 is formed by a plurality of standard festival 31 and a section compensation festival 32 screw thread concatenation, and guide hole 6 is passed in pole setting 3, and pole setting 3 lower extreme is fixed with horizontal pole 2 middle part, and pole setting 3 upper end is fixed with electric drill 7, and electric drill 7 drill bit is up. Two ends of the horizontal connecting rod 1 are respectively fixed with a corner pulley 8, each corner pulley 8 is wound with a nylon rope 9, the positions of the horizontal rod 2 corresponding to the two corner pulleys 8 are respectively fixed with a hanging ring 10, one end of the nylon rope 9 is connected with the corresponding hanging ring 10, and the other end is connected with the pull rod 4; pulling the pull rod 4 can drive the horizontal rod 2 to move upwards, so that the electric drill 7 on the vertical rod 3 can be driven to move upwards.
Preferably, the length of the standard joint 31 is 80-100cm, the length of the compensation joint 32 is 40-50cm, and the whole height of the upright 3 can be adjusted by selecting the number of the installation joints of the standard joint 31, so that the standard joint is suitable for drilling operations with various layer heights.
Preferably, the upper end of the upright 3 is fixed with an L-shaped fixing plate 11, the electric drill 7 is fixed on the L-shaped fixing plate 11 through two clamping rings, a threaded rod is arranged at the bottom of the L-shaped fixing plate 11, and the L-shaped fixing plate 11 is in threaded connection with the upright 3 through the threaded rod. Simple structure, easy dismounting, stability is good.
Preferably, the adjustable tripod 5 is in threaded connection with the horizontal connecting rod 1, the bottom of the adjustable tripod 5 is provided with a running gear capable of braking, a U-shaped frame 12 is respectively fixed below two ends of the horizontal connecting rod 1, and the horizontal rod 2 is placed on the two U-shaped frames 12. The running gear makes whole constructional column top plant muscle inner wall constructional column top plant muscle drilling equipment shift conveniently, and two "U" type framves 12 can prevent to loosen pull rod 4 after electric drill 7 accomplishes the drilling, and horizontal rod 2 directly falls subaerial to horizontal rod 2 and ground friction cause the damage when preventing the displacement of inner wall constructional column top plant muscle drilling equipment.
As shown in fig. 2 and 3, the exterior wall dry-hanging decoration surface construction system comprises a main keel 13 and an auxiliary keel 14 which are crisscrossed vertically, wherein the main keel 13 is vertically arranged on a wall surface, the auxiliary keel 14 is transversely arranged on the main keel 13, and dry-hanging decoration surface materials 15 are respectively arranged between grids surrounded by the main keel 13 and the auxiliary keel 14.
The main joist 13 is provided with bolt holes extending back and forth at the position for connecting with the auxiliary joist 14, the auxiliary joist 14 is L-shaped, a plurality of clamping grooves 16 are arranged on the vertical face and the plane of the auxiliary joist 14 at intervals, the clamping grooves 16 on the vertical face extend up and down, and the clamping grooves 16 on the plane extend left and right. The bolt assembly 18 passes through the clamping groove 16 on the vertical face and is screwed into the corresponding bolt hole to fix the auxiliary keel 14 on the main keel 13, and the auxiliary keel 14 can be adjusted up and down in space through the clamping groove 16. The inner side of the dry-hanging facing material 15 is vertically provided with a clamping groove connecting sheet 17, and the clamping groove connecting sheet 17 is provided with a clamping groove 16 extending forwards and backwards. The bolt assembly 18 passes through the clamping groove 16 on the clamping groove connecting sheet 17 and the clamping groove 16 on the plane of the auxiliary keel 14 to connect the clamping groove connecting sheet and the auxiliary keel 14 together, and the dry hanging facing material 15 can be adjusted in position back and forth and left and right through the space of the clamping groove 16.
Preferably, the auxiliary keel 14 is an L-shaped angle steel, the L-shaped angle steel has high strength, and has a vertical face and a plane at the same time, and is conveniently connected with the main keel 13 through the vertical face and is conveniently connected with the dry hanging facing material 15 through the plane.
The clamping groove 16 of the clamping groove connecting sheet 17 is provided with scales along the front-back direction, and the depth position of the dry hanging facing material 15 can be adjusted according to the scales, so that the flatness of the dry hanging wall surface can be rapidly controlled under the condition that the perpendicularity of the main joist 13 reaches the standard.
As shown in fig. 4-8, the wall embedded sleeve construction system comprises a steel embedded sleeve.
The steel pre-buried sleeve comprises a round steel pipe 19 and a cross steel plate supporting frame 20, and the round steel pipe 19 is divided into four equally divided separating duct pieces 191. The middle part of the inner wall of each separated duct piece 191 is provided with a limit groove 192, four sides of the cross steel plate support frame 20 are provided with clamping heads 201, and the extending directions of the limit grooves 192, the cross steel plate support frame 20 and the clamping heads 201 are consistent. The cross steel plate support frame 20 is inserted between the four separated duct pieces 191 in a matched mode through the clamping head 201 and the limiting groove 192, and the four separated duct pieces 191 are connected together.
The two ends of the round steel pipe 19 are respectively provided with a rubber plug 21, the rubber plug 21 is in an inclined cylindrical shape, the inner side of the rubber plug 21 is provided with a screw 211, and the cross center of the two ends of the cross steel plate support frame 20 is provided with a first threaded hole 202. The rubber plug 21 is screwed into the first threaded hole 202 through the screw 211 to realize fixed connection with the cross steel plate support frame 20, so that steel embedded sleeves with slopes at two ends and consistent directions are formed.
Preferably, a round steel sheet 29 is arranged between the cross steel plate support frame 20 and the rubber plug 21, the round steel sheet 29 is sleeved on the screw 211, the diameter of the round steel sheet 29 is matched with that of the round steel pipe 19, the round steel pipe 19 is plugged through the round steel sheet 29, gaps are formed between the rubber plug 21 and the round steel pipe 19 after the rubber plug 21 is pressed and deformed, and further, the concrete is prevented from leaking into an embedded sleeve to cause plugging when the wall is poured.
Preferably, the chuck 201 is a ball-type chuck, and the limiting groove 192 is formed by two opposite L-shaped members, so that a space into which the ball-type chuck extends and a notch through which the cross steel plate support frame 20 passes are formed, and the clamping structure has an anti-falling effect.
The outside of rubber plug 21 is provided with the friction cross grain, is favorable to increasing its friction force with the end template, guarantees buried sleeve's installation stability.
As shown in fig. 9-14, the wall switch socket construction system comprises an embedded wire box 23, a cover plate 22 and a switch panel 30, wherein mounting lugs are arranged on the left side and the right side of the inner cavity of the embedded wire box 23, and second threaded holes 24 are formed in the mounting lugs. The left end and the right end of the cover plate 22 are provided with mounting holes 25 corresponding to the second threaded holes 24, screws 251 penetrate through the mounting holes 25 and are screwed into the second threaded holes 24, the cover plate 22 can be fixed at the cover plate mounting opening of the embedded wire box 23, and the switch panel 30 is sleeved outside the cover plate 22 to play a dustproof and attractive role.
The left end and the right end of the cover plate 22 are respectively provided with a hollowed-out part 26 close to the edges, and the hollowed-out parts 26 do not damage the mounting holes 25, so that the plate at which the mounting holes 25 are positioned forms lugs 28 relative to the cover plate 22. The position department of two fretwork portions 26 all is equipped with straight card strip 27, also is provided with a row of mounting hole 25 on the straight card strip 27, and the one end of straight card strip 27 is vertical to be articulated on journal stirrup 28, and when straight card strip 27 is rotatory and when not rotatory outside apron 22 edge relatively journal stirrup 28, straight card strip 27 can be located fretwork portion 26 always.
When the embedded wire box 23 is slightly offset and slightly deformed, the straight clamping strips 27 at the two sides of the cover plate 22 are rotated, and each side can select one mounting hole 25 to be aligned with the second threaded hole 24 on the embedded wire box 23, so that the cover plate 22 can be rightly mounted on the embedded wire box 23, the problem that the cover plate 22 cannot be mounted or is not mounted correctly due to slight deformation or inclination of the embedded wire box 23 is effectively solved, and unqualified reworking cost of the embedded wire box 23 is reduced.
Since the dimension of the cover plate 22 is generally larger than that of the embedded wire box 23, the edges of each side of the cover plate 22 will exceed the embedded wire box 23 by a certain length (generally by 1-1.5 cm), so when the embedded wire box 23 is slightly offset and slightly deformed, the two straight clamping strips 27 only need to rotate inside the cover plate 22, and do not need to rotate outside the edge of the cover plate 22, i.e. the two straight clamping strips 27 only need to rotate inside the hollowed-out portion 26, and each side can select an installation hole 25 to be aligned with the second threaded hole 24 on the embedded wire box 23, so that the cover plate 22 can be installed on the embedded wire box 23.
Preferably, the hollowed-out part 26 is semicircular, and the center of the mounting hole 25 on the support lug 28 coincides with the center of the semicircle. When the straight clamping strip 27 rotates relative to the support lug 28, the straight clamping strip just rotates relative to the center of the hollowed-out part 26, so that the area of the hollowed-out part 26 can be set to be smaller as much as possible.
Claims (8)
1. An indoor and outdoor wall construction system comprises an inner wall constructional column top bar planting drilling device, an outer wall dry hanging facing construction system and a wall body embedded sleeve construction system; the external wall dry-hanging facing construction system comprises crisscross main keels (13) and auxiliary keels (14), wherein the main keels (13) are vertically arranged on a wall surface, the auxiliary keels (14) are transversely arranged on the main keels (13), and dry-hanging facing materials (15) are arranged between grids surrounded by the main keels (13) and the auxiliary keels (14); the wall body embedded sleeve construction system comprises a steel embedded sleeve and is characterized in that:
the device comprises a horizontal connecting rod (1), a horizontal rod (2), a vertical rod (3) and a pull rod (4), wherein the horizontal connecting rod (1) is fixed between two adjustable tripods (5), guide holes (6) penetrating up and down are formed in the middle of the horizontal connecting rod (1), the vertical rod (3) is formed by splicing a plurality of standard sections (31) and a section of compensation section (32) in a threaded manner, the vertical rod (3) penetrates through the guide holes (6), the lower end of the vertical rod (3) is fixed with the middle of the horizontal rod (2), an electric drill (7) is fixed at the upper end of the vertical rod (3), the drill bit of the electric drill (7) faces upwards, two corner pulleys (8) are respectively fixed at two ends of the horizontal connecting rod (1), a lifting ring (10) is respectively fixed at the positions of the horizontal rod (2) corresponding to the two corner pulleys (8), one end of the nylon rope (9) is connected with the corresponding lifting ring (10), the other end of the nylon rope is connected with the pull rod (4), and the electric drill (4) can be driven to move upwards by pulling the electric drill (7);
the auxiliary keel (14) is provided with bolt holes extending forwards and backwards at the positions where the main keel (13) is connected with the auxiliary keel (14), the auxiliary keel (14) is L-shaped, a plurality of clamping grooves (16) are formed in the vertical face and the plane of the auxiliary keel (14) at intervals, the clamping grooves (16) on the vertical face extend up and down, the clamping grooves (16) on the plane extend left and right, a bolt component (18) penetrates through the clamping grooves (16) on the vertical face to be screwed into the corresponding bolt holes to fix the auxiliary keel (14) on the main keel (13), the auxiliary keel (14) can be adjusted up and down in space through the clamping grooves (16), clamping groove connecting pieces (17) are vertically arranged on the inner side of the dry-hanging facing material (15), the clamping grooves (16) extending forwards and backwards are formed in the clamping groove connecting pieces (17), the bolt component (18) penetrates through the clamping grooves (16) on the clamping groove connecting pieces (17), and the clamping grooves (16) on the plane of the auxiliary keel (14) to connect the two parts together, and the dry-hanging material (15) can be adjusted up and down in space through the clamping grooves (16);
the steel embedded sleeve comprises round steel pipes (19) and cross steel plate supporting frames (20), the round steel pipes (19) are divided into four equally-divided separated pipe pieces (191), limit grooves (192) are formed in the middle of the inner wall of each separated pipe piece (191), clamping heads (201) are formed in the four edges of each cross steel plate supporting frame (20), the limit grooves (192), the cross steel plate supporting frames (20) and the clamping heads (201) are consistent in extending direction, the cross steel plate supporting frames (20) are inserted between the four separated pipe pieces (191) through the matching of the clamping heads (201) and the limit grooves (192), the four separated pipe pieces (191) are connected together, two ends of each round steel pipe (19) are respectively provided with a rubber plug (21), each rubber plug (21) is in an inclined cylindrical shape, screw rods (211) are arranged on the inner sides of the rubber plugs (21), first threaded holes (202) are formed in the cross centers of the two ends of each cross steel plate supporting frame (20), the rubber plugs (21) are fixedly connected with the cross steel plate supporting frames (20) through the first threaded holes (202) in a screw-in mode, and accordingly the two ends of each cross steel plate supporting frame (20) are consistent in the steel embedded gradient.
The indoor outer wall construction system still includes wall switch socket construction system, wall switch socket construction system includes pre-buried line box (23) and apron (22), the left and right sides of pre-buried line box (23) inner chamber is provided with the installation ear, is provided with second screw hole (24) on the installation ear, the both ends correspond second screw hole (24) and are provided with mounting hole (25) about apron (22), are close to the edge at the both ends about apron (22) and are equipped with a fretwork portion (26) respectively, fretwork portion (26) do not destroy mounting hole (25) for the plate at mounting hole (25) place forms journal stirrup (28) relative apron (22), and two fretwork portion (26) position departments all are equipped with and block strip (27) always, be provided with a list of mounting hole (25) on the straight card strip (27) too, the one end vertical articulated of straight card strip (27) is on journal stirrup (28), when the relative journal stirrup (28) is rotatory and not rotated outside apron (22) edge, straight card strip (27) can be located in fretwork portion (26) always.
2. The indoor and outdoor wall construction system according to claim 1, wherein: the length of the standard joint (31) is 80-100cm, and the length of the compensation joint (32) is 40-50cm.
3. The indoor and outdoor wall construction system according to claim 1, wherein: the electric drill is characterized in that an L-shaped fixing plate (11) is fixed at the upper end of the vertical rod (3), the electric drill (7) is fixed on the L-shaped fixing plate (11) through two clamping rings, a threaded rod is arranged at the bottom of the L-shaped fixing plate (11), and the L-shaped fixing plate (11) is in threaded connection with the vertical rod (3) through the threaded rod.
4. The indoor and outdoor wall construction system according to claim 1, wherein: the adjustable tripod (5) is in threaded connection with the horizontal connecting rod (1), a walking device capable of braking is arranged at the bottom of the adjustable tripod (5), a U-shaped frame (12) is respectively fixed below two ends of the horizontal connecting rod (1), and the horizontal rod (2) is placed on the two U-shaped frames (12).
5. The indoor and outdoor wall construction system according to claim 1, wherein: the auxiliary keel (14) adopts L-shaped angle steel.
6. The indoor and outdoor wall construction system according to claim 1, wherein: a round steel sheet (29) is arranged between the cross steel plate supporting frame (20) and the rubber plug (21), the round steel sheet (29) is sleeved on the screw rod (211), and the diameter of the round steel sheet (29) is matched with the diameter of the round steel pipe (19).
7. The indoor and outdoor wall construction system according to claim 1, wherein: the clamping head (201) is a spherical clamping head, and the limiting groove (192) is formed by two L-shaped parts which are oppositely arranged, so that a space for the spherical clamping head to extend into and a notch for the cross steel plate supporting frame (20) to pass through are formed.
8. The indoor and outdoor wall construction system according to claim 1, wherein: the hollowed-out part (26) is semicircular, and the circle center of the mounting hole (25) on the supporting lug (28) is coincident with the circle center of the semicircle.
Priority Applications (1)
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|---|---|
| CN115653303A (en) | 2023-01-31 |
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