KR101036177B1 - Method for constructing building using PRC integrating method - Google Patents

Abstract

The present invention transports the PC pillar and the PC beam and PC slab completed by the factory manufacturing in the construction structure such as underground parking lot, combines the PC beam from the PC pillar installed vertically on the foundation floor, the PC beam The PC slab is coupled to each other, but the intermediate pillar and the upper coupling portion which are unmolded concrete are respectively formed on the PC pillar to expose the internal reinforcing bars, and the ends of the PC beams have a planar "L" shaped fastening. And the PC slab forms a side binding sphere in the form of "⊃" and an upper binding sphere in the form of "∩", so that these PC beams and PC slabs are firmly rooted and bonded to the PC pillar. As the topping of the joints between the PC members and the upper surface of the PC slab is made by topping the concrete, a solid building structure is completed. The present invention relates to a construction method of a building structure using a PPC composite method.

Structure, PC, composite method, PC column, PC beam, PC slab, parking lot

Description

Method for constructing building using PRC integrating method

According to the present invention, in a building structure such as an underground parking lot, the pillars, beams, and slabs are manufactured by the PC method, and then, the PC pillars moved to the site are installed on the foundation floor, and the PC pillars PC) When the beam is bound and installed, the PC beam is bonded to PC concrete in the state where the PC slab is bound and installed, so as topping the concrete and reducing the manpower, The present invention relates to a method of constructing a building structure that can obtain high-strength construction quality and efficiently reduce waste generation as well as efficient space utilization.

In general, the PC method for constructing a large-space building, such as a large store or a factory, which requires a long span, is combined with a double tee slab, a hollow core slab, or HCS. There is a Precast Reinforced Concrete Layer Construction Method, and the PrC composite method using Half PC Slab is applied to the sub-medium sized buildings such as underground parking lots. .

The PRC compounding method is a method of converting reinforced concrete ramen (PC) into a precast concrete (PC), and the PC members such as PC columns, PC beams, and half slabs manufactured at the factory are transported to the site and doubled. In the assembled state, it is a method of integrating the structure by pouring concrete on the joint between the members and the upper surface of the half slab in the field.

In addition, various construction methods that increase the span between the pillars and the pillars in the near-industry to induce safe parking and secure the radius of rotation of the vehicle at the same time, while reducing the cost of construction by reducing the required amount of PC pillars and PC beams This is the trend that is being proposed.

That is, according to Korean Patent No. 10-0807395, an intermediate support plate protruding integrally formed on both sides of the intermediate part of the PC concrete pillar to protrude so as to mount the beam constituting the beam of the basement layer, and a plurality of fitting bolts embedded in the intermediate support plate and protruding upwards And a plurality of through fitting holes inserted into the fitting bolts at the steps of both ends, and the inverted half beams are fitted and fixed to the fitting bolts and fixed to the intermediate support plate, and the upper portion of the PC concrete pillar. The upper support plate is formed integrally protruding on both sides to protrude the beam constituting the beam of the roof layer, a plurality of fitting bolts embedded in the upper support plate and protruded upwards, and through fitting holes inserted into the fitting bolts at both ends The fitting holes are fitted to the fitting bolts and fixed with nuts to be seated on the upper support plate. The structure and construction of a rectangular half beam, in which the rectangular half beams are fixed, while the rectangular half beams with grooves formed at both ends and the grooves of the rectangular lower beams surround the vertical reinforcing bars exposed at a predetermined length from the center of the PC concrete column to the upper part thereof are fixed. I have suggested a method.

The structure and construction method of the basement frame structure of the underground parking lot is provided with fixing means in the upper support plate and the roof layer beam of the PC concrete pillar to solve the problem of stability, and by using the inverted half beam to strongly join the basement beam and the slab. It has the effect of reducing costs and securing height between floors.

However, the structure by the frame as described above has a shape in which the upper support plate and the intermediate support plate for fixing the PC beam on the PC pillar has a shape protruding integrally from the PC pillar, which is not good in appearance, and the upper support plate and the intermediate projecting plate as described above The support plate has a problem that space invasion to the ceiling of the structure occurs.

In particular, the coupling structure of the structure as described above has a form in which the PC beam divided into both sides with respect to the vertical PC pillar is fastened, and the PC beam is in the form of a series of PC slab arranged in succession, each of the PC beam Since the load acting from the PC slab will be concentrated, reinforcement design should be made for vulnerable breakage, and according to such reinforcement design and safety design, excessive amount of steel wire or rebar and concrete will be required. Accordingly, the structure having the structure as described above is difficult to secure the floor height, but also economical due to the consumption of a large amount of material.

In addition, the PC beam that is subjected to the concentrated load as described above is coupled to the spaced apart pillars of the PC beam because the stress is concentrated at the end of the PC beam inevitably the upper support plate and the intermediate support plate in need of wide and thick design occurs Since the fitting holes of the PC beams are inserted into the fitting bolts protruding from the upper support plate and the intermediate support plate, the construction should be carried out so that the spans of successive installations of the pillars are exactly matched. In view of the above, the fitting holes must be manufactured in a rectangular shape, thereby reducing the structural rigidity due to the cross-sectional loss.

This coupling structure not only shows extremely weak resistance to seismic resistance, but also vibration and vibration generated from frequent entry and movement of the vehicle are concentrated and continuously transmitted to the coupling part of the PC column and the PC beam, so that a group or breakage occurs easily. There is a need to periodically perform other maintenance work.

In addition, the PC slab coupled to the PC beams arranged in parallel with each other in a state of being coupled to the PC pillars does not have a strong and stable coupling with the PC beams, resulting in extremely poor work stability and high quality and high strength structures. There is a situation.

The present invention is to solve the problems as described above, to carry the PC column and the PC beam and PC slab completed by the factory manufacturing, the PC beam from the PC column installed perpendicular to the base floor, The PC beams are lined up with a PC slab, and the PC pillars are formed with an intermediate coupling part and an upper coupling part, each of which is formed of an unmolded concrete so as to expose the internal reinforcing bars. Forming a fastening portion, wherein the PC slab forms a side fastening hole having a "⊃" shape and an upper binding hole having a "∩" shape, and firmly roots and couples these PC beams and PC slabs to the PC column. As the topping of the PC members and the concrete slab on the upper surface of the PC slab are cast to the site, a solid building structure is completed. It is an object of the present invention to provide a method for constructing a building structure using a CB composite method.

The present invention for achieving the object as described above, the form of the intermediate pillar and the upper coupling portion is formed in the form of the intermediate coupling portion and the upper coupling portion unexposed concrete to expose the embedded reinforcing bar, fastening in the form of "L" shape on both ends The upper portion of the upper portion formed in the form and the upper surface of the "b" -shaped coupling sphere protruding the PC beam, the "b" -shaped side binding sphere formed on both sides and the "b" -shaped upper binding sphere formed continuously in the upper surface After manufacturing the slab having a PC from the factory and moved to the site, the step of installing the PC column on the foundation floor cured on the site; Engaging the ends of the exposed reinforcement cast iron and the PC beam through the fastening portion of the PC beam to the middle coupling portion and the upper coupling portion of the PC pillar; Raising the PC slab on the PC beam and connecting the coupling hole of the PC beam and the side binding hole of the PC slab to each other; Topping the concrete between the PC column and the PC beam and the PC slab and the upper surface of the PC slab.

The present invention has a beautiful appearance as well as excellent space utilization by the linear pillars having no protrusions at all, and the PC beams coupled to the PC pillars and the PC slab coupled to the PC beams are all integrated by in-situ casting. Therefore, the direct load acting on the PC slab can be effectively distributed, which can increase the structural rigidity and reduce the required materials.It is very economical. It is safe from cracks and breaks, and has a characteristic of greatly reducing post-management costs such as maintenance.

In addition, it is possible to shorten the construction period and reduce the safety accident rate as well as the economics due to the reduction of manpower. It can be said that the generation of waste is greatly reduced due to the minimization of temporary materials is very environmentally friendly.

The terms and words used in the present specification and claims should not be construed as limited to ordinary or dictionary meanings and the inventor may properly define the concept of the term to describe its invention in the best possible way And should be construed in accordance with the principles and meanings and concepts consistent with the technical idea of the present invention.

Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

1 is a skeleton perspective view of a building structure completed by the present invention.

As shown in the figure, the building structure according to the present invention moves a factory manufactured PC column 10, a PC beam 20, and a PC slab 30 to the site, and a fixed installation step for the PC column 10 and the PC beam ( Through the binding step of 20) and the binding step for the PC slab 30, the construction is completed through the concrete topping of the joint between the PC members and the upper surface of the PC slab 30. That is, the PC members are manufactured by the PC method, which is a factory manufacturing method, and the process of joining the PC members to each other is performed by the RC method, so that the PRC composite method is performed by these PC members. .

The PC pillar 10 is as shown in FIG. 2.

That is, the PC pillar 10 is a concrete member in which the main reinforcing bars 13 are embedded in the vertical longitudinal direction, and the main reinforcing bars 13 embedded in the middle and the upper part of the PC pillar 10 are embedded. The intermediate coupling part 11 and the upper coupling part 12 which are the unmolded concrete parts which are exposed to this are provided. In addition, in the above-described city, only a single intermediate coupling part 11 is shown in a state in which it is formed. This case corresponds to a case where only a single basement layer and a roof layer are formed. What is necessary is just to form the said intermediate | middle coupling part 11 further at a uniform space | interval, and the height and the number of layers of the structure to be constructed will be determined according to the space | interval and the number of these intermediate | middle coupling parts 11.

In addition, forming the intermediate coupling portion 11 and the upper coupling portion 12, which is a concrete unmolded portion, in the pillar pillar 10, may be formed in the intermediate coupling portion 11 and the upper coupling portion 12. This is to put the end of 20).

The PC pillar 10 manufactured in such a state is to be installed on the foundation floor 40 in a state of being poured and cured in advance in the field, and the anchor floor 41 is illustrated in the foundation floor 40 as shown in FIG. 3. In the fixed installation state according to the construction interval is to use the anchor bolt (41) of the above to securely install the lower end of the PC pillar (10).

At this time, the leveling core 42 is positioned between the base bottom 40 and the PC pillar 10, the leveling core 42 is smooth to ensure that the PC pillar 10 is vertically and accurately fixed. It will play the role of absence. Therefore, the non-condensation mortar layer 43 is formed between the base bottom 40 including the leveling core 42 and the PC pillar 10, so that the PC pillar 10 is settled and a design error occurs. To prevent it.

When the PC pillar 10 having such a fixed installation structure is installed at regular intervals according to the size and characteristics of the structure, an installation step of the PC pillar 10 for the structure to be constructed is made as shown in FIG. 4.

When the installation of the PC pillar 10 is made as shown in FIG. 5, the PC beam 20 is arranged side by side using the intermediate coupling part 11 and the upper coupling part 12 of neighboring PC pillars 10 as shown in FIG. 5. The installation step is performed.

At this time, the PC beam 20 has a fastening portion 21 having a planar " L " shape formed at both ends as shown in FIG. 6, and a coupler having a " a " 22) is protruding.

Accordingly, the process of inserting the PC beam 20 from the side of the PC pillar 10 to the intermediate coupling portion 11 by lifting the above-mentioned PC beam 20 through a crane or the like, the upper coupling portion 12 There is a process of lowering the PC beam 20 from the upper side of the PC post 10 to settle. Therefore, as shown in FIG. 7, the intermediate coupling portion 11 and the upper coupling portion 12 of the PC pillar 10 have a state in which an end portion of the PC beam 20 extends. 20) performs a process of firmly binding and connecting with the main reinforcing bar 13 of the PC pillar 10 to reinforce the work stability and structural performance.

That is, the shape of the "단부" from the end of the PC beam 20 in the state in which the end of the PC beam 20 on the intermediate coupling portion 11 and the upper coupling portion 12 of the PC pillar 10 as described above When the binding member 50 of the PC beam 20 is inserted into the inner direction of the PC beam 10 will be placed in the main reinforcing bar 13 of the PC pillar 10, the binding member As shown in FIG. 8, the nut 50 is protruded into the groove 23 formed recessed from the upper surface of the PC beam 20 and has a separate nut at the end of the binding member 50 protruding inside the groove 23. 51 is firmly screwed to the binding member 50 is coupled to the end of the PC beam 20 as well as at the same time it is possible to maintain the state reinforcement with the main reinforcement 13 of the PC pillar (10). At this time, since the binding member 50 will have a form surrounding a part of the cast iron 13 of the PC pillar 10, the PC pillar 10 and the PC beam 20 can maintain a stable binding state with each other. .

Therefore, the binding member 50 as described above is to make a stable binding of the PC pillar 10 and the PC beam 20, but more firm coupling force between the PC pillar 10 and the PC beam 20 during the concrete topping, which is a future work. Will produce.

When the installation step of the PC beam 20 as described above is finished, a plurality of PC slabs 30 are disposed along the PC beam 20 arranged side by side, as shown in FIG. 9. By the process of binding the slab 30 end with the pre-installed PC beam 20 is the installation step for the PC slab 30 is made.

As shown in FIG. 10, the PC slab 30 is formed with protruding side fasteners 31 having a “⊃” shape at both ends thereof, and an upper “B” shape having a “∩” shape at the upper surface thereof. As protruding in a state of being repeatedly listed, the side fasteners 31 and the upper fasteners 32 are both made of reinforcing bars whose ends are embedded in the PC slab 30.

In particular, the upper binding hole 32 is shown as the reinforcing bar is embedded in the PC slab 30 as shown in Figure 11 protrudes to the surface, bending as a single reinforcing bar continuously in the zigzag form As the concrete is laid so that only the upper part is exposed to the surface of the PC slab 30, the upper binding hole 32 is protruded in a continuous state.

Since the upper binding holes 32 are both ends of the reinforcing bar-shaped reinforcing bars are embedded in the PC slab 30, even if a load of an operator or work equipment is applied from the upper side, the bearing capacity is excellent and the original shape can be maintained as it is. In addition to providing excellent bonding force when topping, it is possible to faithfully perform the spacer function for measuring the thickness of the concrete topping. That is, in the conventional case, because the upper binding hole 32 is made of “a” shaped reinforcing bars, when the worker steps on the upper binding hole or the load of the work equipment is applied, the upper binding hole of the above type As it is bent or collapsed, the bonding force with the concrete topping is significantly weakened, and it is also difficult to measure the amount and thickness of the concrete toffee. The above problem can be solved at once through the upper binding hole 32 according to the present invention. It is possible.

Therefore, the PC slab 30 in a state spanning the upper surface of the PC beam 20 as described above connects the coupling holes 22 of the PC beam 20 and the side binding holes 31 of the PC slab 30 to each other. By doing so, the safety and structural performance of the PC slab 30 can be improved, and the PC slab 30 mounted on the PC beam 20 as shown in FIG. 12 has side binding holes 31 at an end thereof. ) Will be intersected by entering between the coupling port 22 of the PC beam 20, so that the side binding port 31 and the coupling portion 22 of the PC beam 20 are arranged to each other through a wire or separate reinforcement As the rod is inserted across the steel reinforcing bar, the binding work for the PC beam 20 and the PC slab 30 is completed.

After transporting the PC column 10, the PC beam 20, and the PC slab 30 in the factory-produced state as described above, the installation of the PC column 10 and the PC beam 20 and the PC slab 30 are carried out. In the state in which the binding process for the joints so that they have a strong bonding force to each other installed, as shown in Figure 13 to the top of the joints and the PC slab 30 between the PC member and topping the overlay concrete by the site casting method Therefore, a solid and stable structure is completed.

In particular, the PC members manufactured in the factory as described above are bonded to the construction while the PC members, that is, the PC column 10, PC beam 20 and PC slab 30 is the cast iron of the PC column 10 (13) or through the coupling hole 22 of the PC beam 20 and the side binding hole 31 of the PC slab 30 is maintained firmly connected and coupled to each other, they are all by concrete topping It is to be constructed in an integrated state, the structure of such a state, when a load such as a vehicle acts on the PC slab 30, such a load is not subjected to a concentrated load on the partial components as in the prior art It is possible to obtain the effect that the load is distributed throughout the structure.

Therefore, the structural rigidity is increased and the load distribution effect is very excellent. Therefore, it is possible to reduce the materials required for the structure, and it is very economical because of the excellent work efficiency. It's very environmentally friendly.

It is to be understood that both the foregoing general description and the following detailed description of the present invention are exemplary and explanatory and are intended to provide further explanation of the present invention as defined by the appended claims. Examples should be understood.

1 is a perspective view of a skeleton of a building structure according to the present invention

Figure 2 is a perspective view showing a PC pillar of the present invention

3 is a cross-sectional view showing a lower fixing portion of the PC pillar of the present invention

4 is a state in which the PC pillar of the present invention is installed upright

5 is a state in which the PC beam is installed in the PC pillar of the present invention

Figure 6 is a perspective view of the PC beam of the present invention

7 is a plan view connecting the PC pillar and PC beam of the present invention

Figure 8 is a side cross-sectional view connecting the PC pillar and PC beam of the present invention

9 is a state in which the PC slab is installed in the PC beam of the present invention

10 is a perspective view showing a PC slab of the present invention

Figure 11 is an enlarged cross-sectional view showing the PC slab of the present invention

12 is a side cross-sectional view connecting the PC beam and PC slab of the present invention;

Figure 13 is a cross-sectional view of the concrete topping on the upper surface of the joint between the PC member and the PC slab of the present invention

Explanation of symbols on the main parts of the drawings

10: PC pillar 11: intermediate coupling portion

12: upper coupling portion 13: cast steel

20: pcbo 21: fastening portion

22: coupler 23: groove

30: PC slab 31: side binding sphere

32: upper binding port

40: base bottom 41: anchor bolt

42: leveling core 43: non-contraction mortar layer

50: binding member 51: nut

Claims (2)

Intermediate portion 11 and upper coupling portion 12 in which concrete is unmolded to expose the embedded reinforcing steel bar 13 are formed, and the pillars 10 having a straight shape are fastened in a planar " L " shape at both ends. Part 21 is formed and the upper surface of the coupling beam 22 is formed in the "b" shape of the PC beam 20 protruding, and the side binding sphere 31 of the "결" shape formed on both sides and the upper portion After manufacturing the PC slab 30 having the upper binding hole 32 in the shape of “∩” shape continuously formed from the factory and moving to the site, the PC column 10 is placed on the foundation floor 40 cured at the site. Upright installation; The ends of the cast iron (13) and the PC beam 20 in the exposed state from the PC pillar (10) through the fastening portion 21 of the PC beam 20 to the intermediate coupling portion and the upper coupling portion of the PC pillar (10) Binding to each other; Placing the PC slab 30 on the PC beam 20 and connecting the coupling holes 22 of the PC beam 20 and the side binding holes 31 of the PC slab 30 to each other; Construction of a building structure using a PPC composite method, characterized in that the connection between the PC pillar 10, the PC beam 20 and the PC slab 30 and the top of the concrete slab topping the top surface of the PC slab (30) Way. The method of claim 1, The PC pillar 10 and the PC beam 20 are connected to each other by a binding member 50 having a “⊃” shape inserted from the side end of the PC beam 20, but to the inside of the binding member 50. The main reinforcing bar 13 of the PC pillar 10 is positioned, and both ends of the binding member 50 protrude into the groove 23 recessed from the upper surface of the PC beam 20 so that the binding member 50 protrudes. Construction method of a building structure using a PPC composite method characterized in that the fastening nut (51) to the end of the fixed to each other.

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