KR102475111B1 - Construction method of steel structure of building - Google Patents

Abstract

The present invention relates to a construction method of a steel structure of an apartment house building. The construction method, which may improve construction efficiency, includes: a first step of installing a plurality of vertical columns (1) at predetermined intervals by structural calculation in a right place including four sides of a foundation slab (10); a second step of installing an entire outer wall by assembling a bearing wall concrete block (2) manufactured at a required height and conveyed between each of the columns (1) and forming an inner wall by assembling the concrete block (2) at each corresponding location in an inner space of a framework; and a third step of installing a horizontal beam by connecting and coupling the horizontal beam (3), which is installed in a transverse direction at an upper part of the concrete block (2) forming the outer wall, to the column (1) and installing a ceiling slab at a location including the upper part of the concrete block (2) installed forming the wall and the horizontal beam (3). The installation of the vertical columns (1), the assembly of the concrete block (2), and the installation of the ceiling slab are managed through filming records by a predetermined monitoring facility.

Description

Construction method of steel structure connecting device of apartment building {Construction method of steel structure of building}

The present invention relates to a method for constructing a steel structure connecting device for an apartment building in the field of building technology, and more particularly, to improve construction efficiency and at the same time to construct a building that forms a stable support structure of a wall against a load, while enabling the construction of interfloor Noise generation is suppressed as much as possible, and neutralization of cured concrete is suppressed as much as possible to extend structural stability and lifespan. The present invention relates to a method for constructing a steel structure connecting device of an apartment building, which is improved so that interior materials can be finished simply, easily and quickly by simply inserting and assembling without finishing, and then tightening and fixing.

Looking at the construction method that is currently widely used when constructing buildings or buildings such as apartments or houses, the pillars and slabs on all sides, which form the main frame of the building, are usually formed by tying rebars and placing them, and then pouring ready-mixed concrete. mainly uses a prefabrication method in which a concrete panel of a predetermined size is formed in advance and then the panel is lifted by a crane and assembled to the column body and the slab body. In the case of a prefabricated building using such a steel frame, the basic frame of the building is designed and manufactured in advance using a steel frame such as H-beam before proceeding with the construction, combined through welding, etc., and then manufactured in the factory according to the frame of the frame and transported. It is made in order to combine the wall to the corresponding position using a crane or the like. However, in this conventional construction method, since the fastening part for fastening with the crane protrudes from the manufactured wall, it is impossible to assemble the outer wall at the corresponding position between the beams, so it must be combined using a separate bracket, etc., and the curtain wall

In the case of the construction method inner wall body, it is more impossible to assemble a pre-fabricated wall body, which entails various problems such as requiring construction using a formwork at the site. In addition, in the case of slab concrete, when all floors are poured simultaneously, deformation of the building occurs due to eccentric load or work load, so it must be poured sequentially, and when pouring between each floor, a predetermined amount for curing is required. It took a lot of time and became a factor that increased the construction period.

Korean Patent Publication No. 10-2004-0026951

The present invention improves the construction efficiency and at the same time enables the construction of a building that forms a stable support structure of the wall against the load, suppresses the generation of noise between floors as much as possible, and suppresses the neutralization of the cured concrete as much as possible to improve structural stability and lifespan. When embedding the interior material inside the wall of the steel frame made in this way while extending it, it is simple, easy and fast to finish the interior material by simply attaching it with adhesive or pasting it, or by simply inserting it and assembling it without finishing it with silicone and then tightening it. It is to provide a construction method for a steel structure connecting device of an apartment building improved so that it can be constructed.

In addition, it improves construction efficiency and at the same time enables the construction of a building that forms a stable support structure for the wall against the load, suppresses inter-floor noise as much as possible, and suppresses neutralization of cured concrete as much as possible to extend structural stability and life span. When embedding the interior material inside the wall of the steel frame made in this way, it is simple, easy and fast to finish the interior material simply by attaching it with adhesive or pasting, or by simply inserting and assembling it without finishing it with silicone and then tightening it. It is to provide a method of constructing a steel structure that can be done.

In addition, it is to provide a method of constructing a steel structure connection device for an apartment building that can monitor and verify various work processes according to the steel structure construction and whether the construction-related work is performed according to the regulations and overall necessary matters.

In addition, through such monitoring and verification, it is to provide a method of constructing a steel structure connecting device of an apartment building that can more clearly determine responsibility for abnormalities, various disputes, and problems such as original plan.

In addition, through such monitoring and verification, the quality of installation of window devices is improved, and through stable management in all subsequent processes, immediate maintenance and repair management is possible, which can prevent deterioration due to additional damage and inability to repair. is to provide

In addition, it is to provide a method of constructing a steel structure connecting device of an apartment building that can operate the monitor and verification in a variety of ways more effectively by installing and providing such means for monitoring and verification in various configurations and structural environments.

The tasks of the present invention are not limited to the tasks mentioned above, and other tasks not mentioned will be clearly understood by those skilled in the art from the following description.

The present invention is a method for constructing a steel structure connecting device of an apartment building, comprising: a first step of installing a plurality of vertical columns (1) at predetermined intervals by structural calculation in a suitable place including the four sides of a foundation slab (10); Assemble the load-bearing wall concrete blocks (2) manufactured and transported between the pillars (1) to the required height to install the entire outer wall, and at the same time assembling the concrete blocks (2) at each corresponding position in the internal space of the frame, so that the inner wall body The second step of forming; And connecting the horizontal beam (3) installed in the transverse direction from the top of the concrete block (2) constituting the outer wall to the column (1). Combined horizontal beam installation process; And a third step of installing a ceiling slab at a position including the upper part of the concrete block 2 installed to form the wall and the horizontal beam 3, the installation of the vertical column 1, the concrete frame The assembly of (2) and the installation of the ceiling slab are managed, including recording records, through a predetermined monitoring facility, providing a method for constructing a steel structure connecting device for an apartment building.

According to the present invention, while improving the construction efficiency and at the same time enabling the construction of a building that forms a stable support structure for the wall against the load, the generation of noise between floors is suppressed as much as possible, as well as the neutralization of the cured concrete is suppressed as much as possible to achieve structural stability and When embedding the interior material inside the wall of the steel frame made in this way while extending the lifespan, it is simple, easy and quick to attach using adhesive or paste or simply insert and assemble and fasten without finishing with silicone. It is possible to provide a steel structure construction method capable of finishing construction.

In addition, it is possible to provide a method of constructing a steel structure connecting device for an apartment building that can monitor and verify various work processes according to the steel structure construction, whether the construction-related work is performed according to the regulations, and overall necessary matters.

In addition, through such monitoring and verification, it is possible to provide a method of constructing a steel structure connecting device of an apartment building that can more clearly determine responsibility for abnormalities, various disputes, and problems such as original damage.

In addition, through such monitoring and verification, the quality of installation of window devices is improved, and through stable management in all subsequent processes, immediate maintenance and repair management is possible, which can prevent deterioration due to additional damage and inability to repair. can provide

In addition, it is to provide a method of constructing a steel structure connecting device of an apartment building that can operate the monitor and verification in a variety of ways more effectively by installing and providing such means for monitoring and verification in various configurations and structural environments.

1 to 12 are exemplary views illustrating a construction method according to the present invention.
13 is an exemplary cross-sectional view showing an example of constructing an interior material on an inner wall of a wall constructed by the construction method according to the present invention.
14 is an exemplary view of an interior panel constituting the interior material to be constructed in FIG. 13 .
15 to 19 are diagrams showing configurations of a construction method according to another embodiment of the present invention.

Hereinafter, preferred embodiments according to the present invention will be described in more detail with reference to the accompanying drawings. Prior to the description of the present invention, the following specific structural or functional descriptions are only exemplified for the purpose of explaining embodiments according to the concept of the present invention, and embodiments according to the concept of the present invention may be implemented in various forms, It should not be construed as limited to the embodiments described herein. In addition, since the embodiments according to the concept of the present invention can have various changes and can have various forms, specific embodiments are illustrated in the drawings and described in detail herein. However, this is not intended to limit the embodiments according to the concept of the present invention to a specific disclosed form, and should be understood to include all modifications, equivalents or substitutes included in the spirit and scope of the present invention.

The steel structure construction method according to the present invention is performed in the state in which the foundation work has been performed by the general method of first digging the ground and pouring foundation concrete to form a basement layer. The subsequent wall construction process proceeds in the following process That is, in the first step, after installing the base plate 1a at a predetermined location as shown in FIG. 1) is supported and installed, and the vertical pillars (1) to be installed achieve a height corresponding to the number of floors of the building to be constructed, and the number and thickness of the installation are determined according to the size and volume of the building to be constructed.

And, in the second step, as shown in FIG. 2, a plurality of concrete blocks 2 manufactured in a factory in advance and transported in a predetermined size are erected and assembled between the erected pillars 1, thereby assembling the outer wall corresponding to the height of the first floor. And the inner wall structure is completed.

At this time, the concrete block 2 constituting the load-bearing wall may be configured as a prefabricated block made of a concrete structure to maximize soundproofing, heat insulation, fire resistance, and rigidity of the structure. That is, it is usually a panel made of steel structure, but in the present invention, it is preferable to use a form of concrete block cured in advance to a predetermined size to construct the load-bearing wall. In addition, the base runner 2' is installed in advance on the foundation slab 10 at the position where the concrete block 2 is to be erected, so that the concrete block 2 can be supported while being erected as shown in the enlarged view of the main part. In this way, when the concrete block 2 is erected to form the entire outer wall and the inner wall of the first floor, shape change is prevented by providing support by connecting a wire line or the like between the pillars.

And, the third step is a process of installing the horizontal beam (3), which is installed while being supported by the bracket (4) between the pillar (1) and the pillar on the assembled concrete block (2) as shown in FIG. It becomes. Looking more closely at the installation of the horizontal beam (3) with reference to FIGS. 4 to 6, first, a pair of brackets (4) on the pillar (1) are mutually connected by bolts (5) at both ends (4a). As it is loosely fastened, the bracket (4) becomes movable up and down along the column, and in this state, in the state where the horizontal beams (3) are located on both sides, each of the coupling holes at both ends of the bracket (4) By fastening the piece 5 ', the bracket 4 and the horizontal beams 3 on both sides are coupled. After that, it is necessary to adjust the horizontal state of the horizontal beam (3). Even at this time, the bracket (4) can flow while being loosely fastened to the column (1), so that the horizontal beam (3) is in an appropriate horizontal state After leveling to achieve, after the adjustment of the horizontal state is completed, the bracket 4 is completely fixed to the column 1 so that the horizontal beam 3 does not flow while maintaining the horizontal state.

This fixing work is performed by impacting the temporarily fastened bolt (5) using a tool such as a screw gun. When tightened between the spaced space (D) between the bracket (4) and the column (1) while the adhesion occurs while fixing is possible. On the other hand, the shape of the bracket 4 that plays this role is positioned at the upper end of the concrete block 2 so that the length is extended to form the shape shown in Figure 5, and at the corner side the shape shown in Figure 6 Various forms can be applied depending on the structure of the location where the horizontal beam 3 and the column 1 meet. In addition, by forming several through-holes 4' at the middle of the bracket 4 so that bolts can be fastened, optionally, if additional reinforcement work is required, after the fixing work of the horizontal beam 3 is completed, the bracket 4 It is also possible to directly fasten between the and the pillar (1). In addition, the separation space (D) between the column (1) and the horizontal beam (3) can be filled with non-shrinkage mortar to increase the bonding strength between the members.

there will be When the wall construction of the first floor is completed through the horizontal beam 3 installation and finishing process, the work of installing the ceiling slab of the first floor is performed, which will be reviewed through FIGS. 7 to 11. That is, as shown in FIG. 7, the "B"-shaped reinforcing angle 13 is installed at a predetermined height of the walls 2a and 2b on both sides of the concrete block 2 and the joist portion 14 of the walls 2a and 2b. It is installed through bolts, pieces, or welding in a form opposed to each other on the horizontal beam 3, and as shown in FIG. Through it, the lower part is coupled to the joist part 14 and the upper part to the horizontal beam 3, respectively.

At this time, the fastening part 15 for reinforcing fastening between the truss 12 and the reinforcing angle 13 may be applied through an optional method. Here, it should be noted that the coupling between the structures may be made by various members such as bolts or pieces, and the fixing force may be further improved through welding as a separate optional element. When the fixing of the truss 12 is completed, the corrugated iron or steel deck plate 16 made of a continuous curved shape as a support plate is fixed and installed as a piece to the upper surface of the truss 12, so that the first floor wall and the frame of the slab layer are made. At this time, The state of is shown in Figure 9. As described above, after the installation of the deck plate (16) of the slab is completed, the concrete block (2) to form the upper layer is installed on the horizontal beam (3) to form the outer and inner walls, and then the horizontal beam is placed on it again and the slab layer is installed While repeating the above steps, the upper layer structure can be gradually constructed in a layered manner.

In addition, after the wall structure of all floors is completed, lightweight foam concrete is simultaneously poured and cured to form a heat and sound insulation layer on the steel deck plate 16 installed on the slabs of each floor, as shown in FIG. As described above, it is possible to form a lightweight aerated concrete layer 17 of a predetermined thickness, and when the poured lightweight concrete is cured over a certain period of time, a process of installing a mortar finish or an upper floor finishing material 18 thereon (Fig. 11), the basic formation work of the slab structure is completed. In addition to this, the present invention includes a step of constructing an interior material on the inner wall surface of the concrete block 2 constituting the wall. As shown in FIGS. 13 and 14, the interior material construction steps are the construction surface interior panel dimension design step → interior panel preparation step → upper fixture fixing step → upper interior panel assembly step → middle fixture fixing step → lower interior panel assembly step → lower part Fixture fixing step → includes finishing step.

At this time, the construction surface interior panel dimension design step measures the size of the interior wall surface to be constructed and then calculates and plans how many interior panels (P) to be arranged and constructed in consideration of the specifications of the interior panel (P) to be constructed It is a step. Therefore, after passing through this step, the number of interior panels P to be prepared is determined, so prepare the interior panels P accordingly.

All you have to do is to prepare the interior panel.

Of course, the interior panel preparation step refers to a step in which the interior panel P manufactured through the interior panel manufacturing process is prepared to be installed. A processor for attaching a film, a processor for forming a skin layer on a printed film, a processor for attaching a plate-type heat pipe to the back surface of a substrate board, and a processor for attaching a heat-resistant nonwoven fabric to one surface of the plate-type heat pipe. At this time, the substrate board molding processor includes 15% by weight of the steel structure connection device construction method (Polyether-block-amide) of the PEBA apartment building, 10% by weight of allophene powder, 5% by weight of water-soluble zeolite, and 5% by weight of apatite powder. % and the rest of the molding composition consisting of polyurethane foam is molded into a board form to form the base board 200. In this case, the construction method (Polyether-block-amide) of the steel structure connection device of the PEBA apartment building has a small change in hardness even at low temperatures, excellent fatigue resistance, and excellent molding processability due to its low specific gravity, as well as low moisture absorption and resistance It is added to secure bending fatigue, weather resistance, flexibility, creep resistance, and excellent adhesion.

In addition, allofen powder is obtained by pulverizing porous allofen clay mineral to have a particle size of 0.01 mm or less, and has been reported to have an excellent function of absorbing and removing formaldehyde, which is the cause of sick house syndrome. Since it has an excellent moisture control function, it is added to exert this effect.

In addition, water-soluble zeolite is added to increase fire resistance, promote mixing and dispersibility, and enhance heat resistance to have fire resistant properties.

In addition, apatite is a mineral belonging to the hexagonal system, and since it has a complex structure, it is mixed with water-soluble zeolite to make slime, and because of its good room temperature dispersibility, it contributes to homogeneously dispersing these slime, thereby increasing uniform flame retardancy over the entire surface. will induce In addition, polyurethane foam is added to ensure thermal insulation. In this case, one or more powders selected from the group consisting of carbon nanotubes, graphene, and graphene oxide are added to the molding composition 100 so that the base board 200 itself has heat dissipation characteristics so that it has a thermal control function in addition to an insulation function. A further 5.5 parts by weight may be added per part by weight.

On the other hand, the processor attaching the printed film to the surface of the base board is a processor that laminates the PET film and the print film 210 having a printed layer formed thereon to the surface of the base board 200 so as to give an interior effect. At this time, the print film 210 is a film in which a printed layer such as a pattern, pattern, or letter formed by gravure printing or transfer printing is formed on the surface of a PET film having a certain color by mixing pigments. In addition, the processor forming the skin layer on the printed film is made of 2.5% by weight of sodium-citrate, 2.5% by weight of 6-bromohexanoic acid, 2.5% by weight of polyamide amine and the rest of the polypropylene resin to protect the printed layer. The skin layer 220 is formed by applying the coating liquid formed thereon. In this case, sodium citrate (Na3C6H5O7) is added to form a waterproof complex, and 6-bromohexanoic acid (anoic acid, a method for constructing steel structure connecting devices for 6-bromohe apartment buildings) absorbs oxygen Polyamide-amine is added to maintain heat resistance and cold resistance, and polypropylene resin enhances protection while securing transparency. It is a base resin. On the other hand, the processor attaching the plate heat pipe to the back side of the base board induces heat dissipation by attaching the plate heat pipe 230 to the construction surface so that the heat change at a certain point spreads evenly over the entire surface, It is a processor constructed to fundamentally block dew condensation by reinforcing the function of keeping heat and keep warm through At this time, the plate type heat pipe is to perform the heat pipe function even for a large area in the form of a plate, and the paper of the 2003 Spring Conference of the Korean Society of Mechanical Engineers (Development of a plate heat pipe using screen mesh, Lee Yong-deok et al. 3), Korean Society of Mechanical Engineers 2015 Including academic conference commemorating the 70th anniversary of the founding (Structure development for improving capillary force of extruded thin plate heat pipe, Moon Seok-hwan et al. 1)

It is confirmed through a number of literatures, and since a relatively thin paper form has also been developed, it can be utilized. In addition, the processor attaching the heat-resistant nonwoven fabric to one surface of the plate-type heat pipe is to increase adhesion between the construction surface and the plate-type heat pipe 230 and to further enhance heat resistance. This processor is a processor that immerses the nonwoven fabric in an immersion solution composed of 35% by weight of dimethylpolysiloxane, 25% by weight of isopropyl ether, and the rest polyurethane resin to make a heat-resistant nonwoven fabric 240 with increased heat resistance, and attaches it to the construction surface. At this time, dimethylpolysiloxane is composed of a siloxane bond (Si-O-Si) that is resistant to heat and an organic methyl group, so it maintains strong adhesiveness, that is, adhesion and fixation, so that interfacial separation does not occur easily even during washing, and antifoaming, heat resistance, and heat It is added to increase oxidation stability, chemical resistance and water repellency.

In addition, isopropyl ether (Iso-PropylEther) is added to increase durability and contamination resistance by forming a cured film through a crosslinking function.

In addition, polyurethane resin is added as a base resin to maintain durability and strong adhesion. On the other hand, the upper fixture fixing step is a step of preparing to fix the interior panel P by fixing a plurality of upper fixtures 110 to the top of the construction surface with anchors. The upper fixture 110 is formed in an approximate 'a' shape and is a means for inserting and fixing the upper end of the interior panel P, that is, the upper interior panel P1, which is an interior panel installed thereon.

And, the upper built-in panel assembling step is a step of inserting the upper built-in panel P1 into the upper fixture 110 . At this time, the upper interior panel P1 should be disposed so that the heat-resistant nonwoven fabric 240 is in contact with the construction surface. In addition, the intermediate fixture fixing step is a step of fixing the intermediate fixture 120 so that the lower end of the upper interior panel P1 is fixed. In this case, the intermediate fixture 120 is formed in a substantially 'T' shape, and is configured to insert panels from both sides. In addition, the lower interior panel assembling step is a step of inserting the upper end of the lower interior panel P2 into the lower side of the intermediate fixture 120 . And, the lower fixture fixing step is a step of fixing the lower end of the lower interior panel P2 while fixing the 'a' shaped lower fixture 130 to the construction surface. After that, the proceeding finishing step is a step of checking whether there is a defective part of the construction surface and finishing it.

Referring to FIGS. 15 to 19 based on the foregoing, the method for constructing a steel structure connecting device for an apartment building according to another embodiment of the present invention is a method for constructing a steel structure connecting device for an apartment building of a foundation slab 10 A first step of installing a plurality of vertical pillars (1) at predetermined intervals by structural calculation in the right place including the four sides; Assemble the load-bearing wall concrete blocks (2) manufactured and transported between the pillars (1) to the required height to install the entire outer wall, and at the same time assembling the concrete blocks (2) at each corresponding position in the internal space of the frame, so that the inner wall body The second step of forming; And connecting the horizontal beam (3) installed in the transverse direction from the top of the concrete block (2) constituting the outer wall to the column (1). Combined horizontal beam installation process; And a third step of installing a ceiling slab at a position including the upper part of the concrete block 2 installed to form the wall and the horizontal beam 3. In addition, the installation of the vertical pillar 1, the assembly of the concrete frame 2, and the installation of the ceiling slab are managed through a predetermined monitoring facility, including recording records.

Here, the monitoring facility includes lower parts including a monitoring function and upper parts mounted on the lower parts. The upper parts are interlocked to be able to move back and forth through the first driving panel 311, the first driving panel 311, the first connecting bar 331 on the upper side, and the second connecting bar 341 on the lower side. A second driving panel 321, a first movable body 312 provided on the first driving panel 311 to provide a driving force, and a first base panel 333 provided on the first driving panel 311 ), the first movable body including the second movable body 322 interlocked with the first movable body 312 and the first shooting monitoring module 332 mounted on the first base panel 333 based on And, based on the third movable body 313 provided on the first drive panel 311 to provide a driving force, and the second base panel 343 provided on the first drive panel 311, the third A second movable body including a fourth movable body 323 interlocked with the movable body 313 and a second shooting monitoring module 342 mounted on the second base panel 343 is included.

Based on the forward and backward movement, the first base panel 333 and the first shooting monitoring module 332 are housed inside the first movable body 312 and protected and managed from the external environment. The second base panel 343 and the second shooting monitoring module 342 are accommodated inside the third movable body 313 and protected from external scenes.

In addition, the upper part includes a first auxiliary driving body 411 provided between the first movable body 312 and the third movable body 313 on the first driving panel 311, and the first auxiliary driving body 411. It is interlocked with the sieve 411 and sprays the first fluid at the set temperature to the upper and lower circumference and the end in the longitudinal direction into the space around the first shooting monitoring module 332 and the second shooting monitoring module 342, On the first injection actuator 412 and the second driving panel 321, a temperature environment suitable for shooting and driving of the first shooting monitoring module 332 and the second shooting monitoring module 342 is created. A second auxiliary driving body 511 provided between the movable body 322 and the fourth movable body 323, and interlockingly installed to the second auxiliary driving body 511, set at the upper and lower circumferences and at the ends in the longitudinal direction. by injecting the second fluid of the first shooting monitoring module 332 and the second shooting monitoring module 342 into the surrounding space so that the first shooting monitoring module 332 and the second shooting monitoring module 342 It includes a second injection actuator 512 to create a temperature environment suitable for shooting and driving.

The lower part includes a lower panel part 421 into which the first driving panel 311 and the second driving panel 321 are inserted and mounted, and the lower panel part 421 is installed and the lower panel part 421 ) further includes a lowermost plate panel portion 422 rotatably provided to the circumferential portion. Here, the lower panel part 421 is provided with a central lower panel part 4211 and one side of the central lower panel part 4211 so as to be able to appear and retract, and one side where the first driving panel 311 is inserted and mounted. It includes a lower panel part 4212 and the other lower panel part 4213 provided on the other side of the central lower panel part 4211 so as to be retracted and into which the second driving panel 321 is inserted.

In addition, the one-side lower panel part 4212 and the other-side lower panel part 4213 are moved on the central lower panel part 4211 in response to the forward and backward movement, and the lower part is the one-side lower panel part 4212 1-1 contact protrusions 5111 are mounted on the first drive panel 311, the lower side of which is interlocked and the inner surface is in contact with the first drive panel 311, but the 1-1 protrusion 5111 protruding and retracting inwardly The 1-1 contact through the body 511, the 1-1 moving part 5112 moving upward in the 1-1 contact body 511, and the 1-1 moving part 5112 The first-second contact body 512 connected to the body 511 and having an inner surface in contact with the middle portion of the first driving panel 311, and the first moving upward in the first-second contact body 512. It is connected to the 1-2 contact body 512 through the -2 moving member 5121 and the 1-2 moving member 5121, and the inner surface is in contact with the upper end of the first driving panel 311, but goes inward. The first contact fixing module including the first and third contact bodies 513 mounted on the first driving panel 311 includes first and second protrusions 5131 protruding and retracting.

The monitoring facility, on the other hand, has a lower side interlocked with the other lower panel panel 4213 and has an inner surface in contact with the second driving panel 321 but a 2-1 protruding and retracting protrusion 5211 protruding and retracting inwardly. The 2-1 contact body 521 mounted on the 2-drive panel 321, the 2-1 movable member 5212 moving upward in the 2-1 contact body 521, and the 2-1 contact body 521. The 2-2 contact body 522 connected to the 2-1 contact body 521 through a first moving part 5212 and having an inner surface in contact with the middle portion of the second driving panel 321; It is connected to the 2-2 contact body 522 through the 2-2 moving part 5221 moving upward in the -2 contact body 522 and the 2-2 moving part 5221, and the inner surface is The second driving panel 321 is in contact with the upper end, but the 2-2 protrusion 5231 protruding and retracting inwardly includes a 2-3 contact body 523 mounted on the second driving panel 321. It includes a 2-contact fixed module.

In addition, in the first contact fixing module, the 1-1 contact body 511 moves the 1-2 contact body 512 upward or downward via the 1-1 moving part 5112. In the 1-1 operation and the 1-2 contact body 512, the 1-2 protrusion 5131 is attached to the first driving panel 311 via the 1-2 moving part 5121. In the mounted state, the 1-2 operation of moving the 1-3 contact body 513 upward or downward is performed.

In the second contact fixing module, the 2-1 contact body 521 moves the 2-2 contact body 522 upward or downward via the 2-1 moving part 5212. In the 2-1 operation and the 2-2 contact body 522, the 2-2 protrusion 5231 is attached to the second driving panel 321 via the 2-2 moving part 5221. In the mounted state, the 2-2 operation of moving the 2-3 contact body 523 upward or downward is performed.

Here, the first contact fixing module and the second contact fixing module operate the first driving panel 311 and the second driving panel 321 based on the 1-1 to 2-2 operations. The lower panel portion 421 and the lowermost panel portion 422 are linked and fixed, and the lower parts are provided in plural numbers in adjacent areas or in separate areas different from each other, and the upper parts are selectively mounted on each of the lower parts. Or, it is mounted respectively corresponding to each of the lower parts.

The lower parts are installed on the upper installation surface and positioned in a vertical inversion type, installed on one side installation surface and positioned horizontally, or installed on the other installation surface and positioned horizontally. The 1-1 protruding protrusion 5111, the 1-2 protruding protrusion 5131, the 2-1 protruding protrusion 5211, and the 2-2 protruding protrusion 5231 are respectively the first driving panel. 311 and the second driving panel 321, the first driving panel 311, the second driving panel 321 and the first driving panel 311 perform a cooling function or a heating function in a state of being mounted. and the temperature conditions for the peripheral portion of the second driving panel 321 are set. The driving method of the above-described physical components is forward-backward movement and rotational movement based on motors and actuators, and the shape and shape of each component The size may be variously selected and provided according to the installation site and materials to be implemented. Although the present invention has been described with reference to the embodiments shown in the drawings, this is only exemplary, and those skilled in the art will understand that various modifications and equivalent other embodiments are possible therefrom. Therefore, the true technical scope of protection of the present invention should be determined by the technical spirit of the appended claims.

100: inner wall
200: base board

Claims (2)

delete A first step of installing a plurality of vertical pillars (1) at predetermined intervals by structural calculation in the right place including the four sides of the foundation slab (10) as a method of constructing a steel structure connecting device of an apartment building;
Assemble the load-bearing wall concrete blocks (2) manufactured and transported between the pillars (1) to the required height to install the entire outer wall, and at the same time assembling the concrete blocks (2) at each corresponding position in the internal space of the frame, so that the inner wall body The second step of forming; and
Connecting the horizontal beam (3) installed in the transverse direction from the top of the concrete block (2) constituting the outer wall to the column (1). Combined horizontal beam installation process; And a third step of installing a ceiling slab at a position including the upper part of the concrete block 2 installed to form the wall and the horizontal beam 3,
The installation of the vertical column (1), the assembly of the concrete block (2), and the installation of the ceiling slab are managed to be monitored, including recording records, through a predetermined monitoring facility. in
The monitoring facility is
It includes lower parts including a monitoring function and upper parts mounted on the lower parts,
The upper parts,
A first driving panel 311;
A second driving panel 321 interlocked to be able to move back and forth through the first driving panel 311, the first connecting bar 331 on the upper side, and the second connecting bar 341 on the lower side;
The first movable body 312 provided on the first driving panel 311 to provide driving force and the first movable body 312 provided on the first driving panel 311 based on the first base panel 333 A first movable body including a second movable body 322 interlocked with 312 and a first shooting monitoring module 332 mounted on the first base panel 333;
The third movable body 313 provided on the first drive panel 311 to provide driving force and the third movable body 313 provided on the first drive panel 311 based on the second base panel 343 It includes a fourth movable body 323 interlocked with 313 and a second movable body including a second shooting monitoring module 342 mounted on the second base panel 343,
Based on the forward and backward movement, the first base panel 333 and the first shooting monitoring module 332 are accommodated inside the first movable body 312 and protected from the external environment,
Based on the forward and backward movement, the second base panel 343 and the second shooting monitoring module 342 are accommodated inside the third movable body 313 and protected from external scenes,
The upper parts,
A first auxiliary driving body 411 provided between the first movable body 312 and the third movable body 313 on the first driving panel 311;
It is installed in conjunction with the first auxiliary driving body 411, and the first fluid at a set temperature is supplied to the upper and lower circumferences and to the end in the longitudinal direction to the surrounding space of the first shooting monitoring module 332 and the second shooting monitoring module 342. a first injection driving body 412 for spraying to create a temperature environment suitable for shooting and driving of the first shooting monitoring module 332 and the second shooting monitoring module 342;
A second auxiliary driving body 511 provided between the second movable body 322 and the fourth movable body 323 on the second driving panel 321;
It is installed in conjunction with the second auxiliary driving body 511, and a second fluid having a set temperature is supplied to the upper and lower circumferences and to the end in the longitudinal direction to the space around the first shooting monitoring module 332 and the second shooting monitoring module 342. And a second injection driving body 512 for spraying to create a temperature environment suitable for shooting and driving of the first shooting monitoring module 332 and the second shooting monitoring module 342,
The lower parts,
a lower panel portion 421 into which the first driving panel 311 and the second driving panel 321 are inserted and mounted;
Further comprising a lowermost panel portion 422 in which the lower panel portion 421 is installed and the lower panel portion 421 is rotatably provided around the circumference,
The lower panel portion 421 is
A central lower panel panel 4211 in the center,
One lower panel portion 4212 provided on one side of the central lower panel portion 4211 and into which the first driving panel 311 is inserted and mounted;
The other lower panel part 4213 provided on the other side of the central lower panel part 4211 so as to be retracted and into which the second driving panel 321 is inserted and mounted; including,
The one-side lower panel portion 4212 and the other-side lower panel portion 4213 move on the central lower panel portion 4211 in response to the forward and backward movement,
The lower part of the lower part is installed interlockingly with the lower panel part 4212 on one side, and the inner surface is in contact with the first driving panel 311, but the 1-1 protruding protrusion 5111 protruding and retracting inwardly is the first driving part. A 1-1 contact body 511 mounted on the panel 311;
A 1-1 moving part 5112 moving upward from the 1-1 contact body 511;
The 1-2 contact body 512 connected to the 1-1 contact body 511 through the 1-1 moving part 5112 and having an inner surface in contact with the middle part of the first driving panel 311, ,
It is connected to the 1-2 contact body 512 through the 1-2 moving part 5121 moving upward from the 1-2 contact body 512 and the 1-2 moving part 5121, a 1-3 contact body 513 having an inner surface in contact with an upper end of the first driving panel 311 and having 1-2 protrusions 5131 protruding and retracting inwardly mounted on the first driving panel 311; Including a first contact fixing module comprising a,
The monitoring facility
The lower side of the other lower panel panel 4213 is interlocked, and the 2-1 protruding protrusion 5211, which is in contact with the second driving panel 321 but protrudes and retracts inwardly, is connected to the second driving panel 321. A 2-1 contact body 521 mounted on the
A 2-1 moving part 5212 moving upward from the 2-1 contact body 521;
The 2-2 contact body 522 connected to the 2-1 contact body 521 through the 2-1 moving part 5212 and having an inner surface in contact with the middle part of the second driving panel 321, ,
It is connected to the 2-2 contact body 522 through the 2-2 moving part 5221 moving upward from the 2-2 contact body 522 and the 2-2 moving part 5221, The 2-3 contact body 523 mounted on the second drive panel 321 is provided with the 2-2 protruding and retracting protrusions 5231 having an inner surface in contact with the upper end of the second driving panel 321 and protruding and retracting inwardly. A method of constructing a steel structure connecting device of an apartment building including a second contact fixing module.

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