TWM526608U - Concave-shaped building construction apparatus - Google Patents

Description

Concave building construction equipment

This new type is related to building construction equipment, especially regarding a concave type construction equipment.

At present, the construction industry generally uses artificially built various types of scaffolding, artificially assisted disassembly and assembly of the model, artificially welded steel walls and steel bars in the column, manual handling of the model, often the quality can not be guaranteed, labor intensity, slow construction period, high cost And there are many security risks.

However, in today's society where labor costs are gradually increasing, in order to solve the above problems, a method for rapidly mechanizing construction of high-rise buildings capable of improving construction safety and reliability, greatly improving construction speed, ensuring construction quality, and reducing construction costs is provided. Technology is especially important.

Please refer to Chinese Patent Application No. 201110365607.6, which is a method for rapid mechanized construction of high-rise buildings, including lifting the overall lifting device; integrally assembling the bulk hanging hanger unit, and simultaneously fixing the pneumatic pouring opening and closing mold device to the overall mold hanging frame Below; start all four screw lifting devices, jack up the overall mold hanger; hoist the one-story wall, beam steel cage; pull down the overall mold hanger, drive the pneumatic casting opening and closing device level clamping; pouring concrete After the concrete is solidified, the mold is opened; the overall mold hanger is lifted upwards; the slab is erected, the sun is superimposed with some prefabricated panels, the prefabricated stairs and the prefabricated bay window; the laminated slab is casted and the cast-in-place slab is cast-in-place Concrete on the upper side; repeat the above steps to complete the construction of all floors.

Please refer to China Patent Application No. 201310474132.3 and CN201320628039.9, which is an aerial building machine suitable for high-rise and super high-rise residential buildings, including a main space lifting platform, an exterior wall decoration lifting platform, a tower crane and a control device, wherein the main space The lifting platform is equipped with a main body mold, a concrete conveying device, a concrete distributing machine and a spraying device. When carrying out the construction, the concrete reinforcement mesh is first arranged, then the main space lifting platform is lowered, so that the main mold and the concrete reinforcement mesh are spliced together, and then the concrete conveying device is transported to the main mold, and the concrete is solidified into a wall body after 24 hours. .

Please refer to Chinese Patent Application No. 201320628378, which is a wall forming mold suspended on a lifting device capable of lifting up and down. The wall forming mold comprises a plurality of inner wall squares which are fixed to each other and can be lowered and closed as the lifting device rises and opens. The wall mold base and the outer wall cast wall formwork, a plurality of outer wall cast wall formwork surrounds a plurality of inner wall square cast wall formwork frames and are spliced with the plurality of inner wall square cast wall formwork frames, and the plurality of The area of the external wall-casting formwork and several inner-wall square-walled formwork frames is greater than or equal to the area of the desired building. When it is necessary to form a wall, as long as the control lifting device lowers the wall forming mold to the plane of the desired building, after that, the concrete can be poured into the wall forming mold; after that, as long as the lifting device is controlled to raise the wall forming mold, At this time, the inner wall square wall mold formwork and the outer wall cast wall formwork of the wall forming mold are opened and separated from the formed wall.

Through the above-mentioned conventional cases, it can be found that it is desirable to use the main mold to improve the efficiency of building multiple floors. However, in fact, there are serious shortages in the conventional cases, because the main mold must be raised first when each floor is to be built. At least a certain height, the sprinkler spraying wall is arranged, then the prefabricated plate is arranged on the top surface of the wall and the concrete is laid, and then the top surface of the wall is sprayed, and then the main mold is lowered to the production floor; in other words, Although the use of the mold to match the concrete injection method can indeed improve the speed of construction, the conventional construction method cannot form the wall surface and the partition wall at one time, so when constructing each floor, the main wall mold is used to form the wall surface. After that, it is still necessary to wait for a period of time to build the partition wall to completely form one floor. In other words, the more floors are built, the waste is waiting for the construction time to increase relatively, so the conventional construction method still needs improvement in construction efficiency. Where.

The utility model provides a concave type building construction equipment, and the main purpose thereof is to construct a building with multiple floors in a quick and convenient manner by using a concave type building construction equipment and a plurality of column devices on a foundation.

In order to achieve the foregoing, the present invention is a concave type building construction equipment, comprising a carrier body having a working space and a plurality of support plates at the top end, each of which supports a plurality of suspension rods downwardly, the plurality of suspension rods Longitudinally erecting a plurality of room molds, the plurality of room molds being a plurality of individual bodies, and a lift machine comprising a plurality of column devices mounted at a suitable position on a foundation; wherein a foundation is established on a building base; a mold assembly is arranged on the foundation, the mold assembly has a room mold and an outer wall mold to form a longitudinal flow passage which is mutually penetrated in the mold assembly; the grouting operation is performed to form a wall surface of the first floor; and the mold assembly is formed The room mold is subjected to a shrinking operation; the mold assembly is used to raise the mold assembly to a position on the second floor; a floor form is established under the room mold, and a lateral flow path penetrating the longitudinal flow path is formed under the mold of the room; Grouting operation to make the wall and floor of the second floor form at one time; thus repeating the shrinking operation, raising the die assembly, establishing the floor form and Pulp job until all floors until the construction is completed.

In this way, the shrinking operation, the rising mold assembly, the slab formwork and the grouting work are repeated until all the floors are completed. The houses built by this case do not need to use modular steel cages, which can achieve a quick construction procedure for one day to achieve cost savings and stability.

In order to enable your review committee to have a better understanding and understanding of the purpose, features and effects of this new model, please refer to the following for a brief description of the following: See Figure 1 - Figure 25. The new embodiment is A concave type building construction equipment is constructed by a concave type building construction equipment 10 and a plurality of column apparatus 20 on a foundation T to construct a building having a plurality of floors in a quick and convenient manner, wherein The embossed building construction apparatus 10 includes: a carrier 11 having a working space 110, the carrier 11 has a rectangular design, and the top end of the carrier 11 is spanned with a plurality of support plates 111 (which can be longitudinally required according to actual needs) Or transversely spanning, each of the support plates 111 has an appropriate gap 1110 adjacent to each other and fixed to the plurality of booms 1111 downward, and the longitudinal width W of the central position of each of the support plates 111 is the maximum distance and gradually goes to both sides. Gradually inclined, the longitudinal width W of the central position of the support plate 111 is made larger than the longitudinal width W1 of both sides.

The plurality of column devices 20, each of the column devices 20 includes a base 21 having a pivoting portion 210, a frame 22 having a receiving space 220 and longitudinally fixed to the base 21, and a pivoting connection to the pivot The joint portion 210 has an oil cylinder 23 with an angle pivoting action, and the hydraulic cylinder 23 has a telescopic top strut 230, wherein the space 220 is capable of accommodating a tower unit 50, the tower section The device 50 is fixed to the four corners of the bottom of the carrier body 11. Each of the plurality of longitudinal tube members 51 is formed into a longitudinally long rectangular shape, and each of the longitudinal tube members 51 is coupled to at least one horizontal tube member 52 at an appropriate position. And the two lateral tubes 52 have abutting slot 520.

a plurality of room molds 30, each of which forms a plurality of longitudinal flow passages 31 which are mutually connected to each other, and a plurality of fixing members 32 are disposed on the top of each of the room molds 30 and each of the suspension rods 1111 of the support plates 111 are suspended. Fixed, each of the fasteners 32 can be operated to adjust the height of each of the room molds 30 such that the room molds 30 are at the same level. And the longitudinal width W of the center position of each of the support plates 111 is greater than the longitudinal width W1 of the two sides, so that each of the support plates 111 has maximum stress when the plurality of room molds 30 are suspended, so that each of the support plates 111 is prevented from being The weight of the plurality of room molds 30 causes deformation or breakage; and when the tarpaulin is laid thereon, rainwater can be discharged on both sides.

In addition, the hanging relationship between each of the support plates 111 and each of the room molds 30 may be selected by using a plurality of support plates 111 or a single support plate 111 by using a plurality of room hangers 1111; The hanging relationship between each of the support plates 111 and each of the room molds 30 is not limited to the embodiment described in the present invention, but may be based on the actual state of each of the room molds 30, and the matching between the room molds 30. In the present embodiment, the room mold 30 can be in two embodiments, and one of the embodiment room molds 30 is a single mold body 34, and the mold body is provided. A plurality of grooves 33 are formed on the side and the bottom surface of the 34, and each of the grooves 33 is coupled to each other by a shrink assembly 35. The room mold 30 of another embodiment is a mold body 34 of four independent individuals. And each of the dies 34 is adjacent to each other to form the plurality of grooves 33, and each of the grooves 33 is coupled to each other by the squeezing assembly 35, wherein the squeezing members 35 are respectively disposed at each of the dies. a pressing block 350 on the body 34, and a punching block 350 The fastening member 351 is configured; in an embodiment, at least one elastic colloid 60 is provided to seal the groove 33 of the room mold 30, and the sealing operation can be divided into two embodiments, wherein the elastic colloid 60 of one embodiment The elastic strips 61 of different sizes are larger than the grooves 33 of the molds 30 of the room. When the elastic strips 61 are embedded in the grooves 33, the elastic strips 61 are excellent. The elastic tension causes it to completely fill the groove 33 to achieve a complete sealing effect;

In another embodiment, the elastic colloid 60 is an elastic rubber sleeve 62 having an open space, and the elastic rubber sleeve 62 is wrapped around the vertical outer circumferential surface of each of the room molds 30, and the same embodiment is adopted. The effect of the groove 33 on the vertical outer circumferential surface being completely sealed can be achieved, and the groove 33 on the bottom side is sealed by the aforementioned elastic rubber strip 61. Regardless of whether the elastic rubber strip 61 or the elastic rubber sleeve 62 has excellent stretch tension, it can be surely filled not only in the groove 32 but also completely in the room mold 30 during the sealing operation. The outer surface of the outer surface, and the sealing of the groove 33 of the room mold 30 by the elastic colloid 60, the main function is to prevent many foreign matter from entering the groove 33.

a plurality of outer wall molds 40, each of which is disposed on the bottom of the four sides of the carrier body 11, and includes a fixing portion 41 (designed as an I-shape) fixed to the bottom of the carrier body 11, a setting a transmission source 42 (designed as a motor) of the fixing portion 41, a transmission member 43 (designed as a belt) coupled with the transmission source 42, a rotating shaft 44 (designed as a screw) interlocking with the transmission member 43, a moving block 45 that is screwed to the transmission shaft 44, a pulley 46 that is coupled to the moving block 45 and is in contact with the side of the fixing portion 41, and is movable forward and backward on the side of the fixing portion 41, and a bottom portion of the moving block 45 The outer wall panel 47 is fixed.

Accordingly, the concave type building construction equipment 10 of the present embodiment performs the following steps to produce a building having a plurality of floors, the steps of which are as follows:

Step a, performing a construction operation of a plurality of straight wall reinforcement cages 100 on the first floor F1;

First, the constructor fixes a plurality of straight wall reinforcement cages 100 of the first floor F1 on the foundation T, and the construction positions of the straight wall reinforcement cages 100 correspond to the longitudinal flow of each of the room molds 30. Road 31.

Step b, erecting the concave type building construction equipment 10 on the foundation T;

The plurality of column devices 20 are pre-arranged at appropriate positions of the foundation T (this embodiment is exemplified at four corner positions), and each of the tower device 50 at the bottom of the concave type building construction equipment 10 is provided. The struts 230 of the hydraulic cylinder 23 are supported by the struts 230 of the hydraulic cylinder 23 at a slight inclination angle in the abutment slots 520 of either side of the sluice device 50.

Step c, providing a plurality of outer wall molds 40 disposed at the bottom of the concave type building construction equipment 10 and covering four sides of each of the room molds 30;

The transmission source 42 of the external wall mold 40 is activated to synchronize the transmission member 43, the transmission shaft 44 and the moving block 45, and the pulley 46 connected to the moving block 45 is in contact with the side of the fixing member 31. The fixing member 31 is fastened to the bottom end of the carrier 11 , so that when the driving source 42 is actuated, the fixing member 31 is kept stationary only to move the moving block 45 and the wall outside the bottom end of the moving block 45 . The panel 47 moves toward the wall surface of each of the room molds 30. When the moving block 44 is positioned, the outer wall panel 47 forms a plurality of longitudinal flow passages 31 adjacent to the wall surfaces of the room molds 30.

Step d, performing grouting operation on the longitudinal flow passages 31 through which the room molds 30 are mutually connected;

Providing a self-compacting concrete S into the longitudinal flow passages 31 adjacent to each other and passing through the molds 30 of the room, and the self-compacting concrete S is semi-liquid and flows through the longitudinal flow passages 31 which penetrate each other. Moreover, since the groove 33 of the mold 30 of each room has been sealed by the elastic strip 61 or the elastic rubber sleeve 62 during the grouting operation, the self-compacting concrete S does not have a flaw flowing into the groove 33.

During the grouting operation, when the self-compacting concrete S is poured to a height of about one tenth to one eighth, the operation is temporarily stopped for a period of time, and after the self-compacting concrete S is stabilized, the operation is continued until the filling is completed. This is to prevent the room mold 30 from floating due to the self-compacting concrete S.

Step e, performing a construction work of a plurality of straight wall reinforcement cages 100 on the previous floor (second floor F2);

The construction personnel are the plurality of straight wall reinforcement cages 100 standing on the upper floor of the mold 30 of each room and are connected to the plurality of straight wall reinforcement cages 100 of the first floor F1, and the plurality of straight walls The face reinforcing cage 100 corresponds to the plurality of longitudinal flow passages 31 of each of the room molds 30. It is worth noting that the construction personnel are engaged in the working space 110 of the carrier 11 for construction, so that the coated carrier can be used 11 can weaken the wind resistance during high-altitude operation and improve work efficiency.

Step f, performing a shrinking operation;

The pressing member 351 of each of the shrink-molding assemblies 35 can be controlled to be pressed in the middle direction by manual or electric remote control, so that each of the mold bodies 34 is slightly moved, and the outer surface of each of the room molds 30 is added. The elastic strip 60 or the elastic rubber sleeve 61 is separated from the slurry S in the longitudinal flow path 31, and each of the room molds 30 made of only the steel material is made of the elastic rubber strip 60 or the elastic rubber sleeve 61. There is adhesion, and there is no physical property to the self-compacting concrete S. Therefore, when each of the mold bodies 34 is slightly moved by the pressing member 351 of the reduction molding assembly 35, each of the room molds 30 can be easily Separating from the self-compacting concrete S in the longitudinal flow passage 31;

In succession, the driving source 42 of the external wall mold 40 is driven to drive the transmission member 43, the transmission shaft 44 and the moving block 45 to be synchronized, and the outer wall panel 47 is retracted from the wall surface of each of the room molds 30, thereby completing Reduced molding work.

Step g, perform the mold lifting operation:

Raising the height of the concave type building construction equipment 10 to the previous floor, and completing the construction work of the first floor F1, so that the first floor F1 becomes the completed floor;

The top strut 230 of the hydraulic cylinder 23 is used to support the retaining slot 520 of each of the tower unit 50, and the top strut 230 is extended upward to support the tower unit 50 to the top. The height of one floor, the room pattern G1 of the finished floor (first floor F1) is formed on the foundation T, and since the hydraulic cylinder 23 has an angle pivoting effect, the process of extending the top stay 230 upwards The hydraulic cylinder 23 also adjusts its corresponding angle synchronously to change the angle of the top strut 230 when the top strut 230 is extended upward, and the bottom of each of the room molds 30 that is suspended by each of the booms 1111 of the support plate 111 The top of the room layout G1 of the finished floor has a lateral flow passage 70;

And when the concave type building construction equipment 10 is raised to the height of the upper floor, another receiving tower device 50' is placed in the receiving space 220 of the column device 20, and the feeding tower device 50' It is interlocked with the upper tower device 50 above.

Step h, making a plurality of horizontal steel cages 200 and a floor form 201 of the finished floor (first floor F1) and the previous floor (second floor F2);

The plurality of horizontal steel cages 200 are fixed by the bottom flow passages 70 of the bottom of the room mold 30 and the top of the finished floor, and each of the horizontal steel cages 200 is connected to each of the straight wall reinforcement cages 100. A slab form 201 located below the horizontal rebar cage 200 is constructed.

Step i, the height of which is the upper floor (the second floor F2), and provides a plurality of outer wall molds 40 disposed at the bottom of the concave type construction equipment 10 and wrapped around the four sides of each of the room molds 30;

The manner in which the outer wall mold 40 covers each of the room molds 30 is the same as that of step c, and will not be described again.

Step j, the height is the upper floor (the second floor F2), and grouting operations are performed on the longitudinal flow passages 31 through which the room molds 30 pass through each other;

When the grouting is performed, the self-compacting concrete S not only flows into the longitudinal flow passages 31 in which the room molds 30 are interpenetrated, but also covers a plurality of straight wall reinforcement cages 100 on the first floor (the second floor F2), and also flows. a transverse flow passage 70 between the finished floor and the upper floor (second floor F2) and covering the plurality of horizontal steel cages 200;

Step k, repeat steps e through j until all floors are completed.

In the present embodiment, the height of the concave type building construction equipment 10 to the upper floor (third floor F3) is raised and the construction work of the second floor F2 is completed, which uses the top stay of the hydraulic cylinder 23 230 is supported by each of the towering device 50', and extends the top strut 230 upwardly while supporting the height of the two towering devices 50 and 50' to the upper floor (third floor F3), and Because the hydraulic cylinder 23 has the function of angular pivoting, the hydraulic cylinder 23 will also adjust its angle synchronously during the upward extension of the top strut 230 to change the angle of the top strut 230 when it extends upward; When the concave type building construction equipment 10 is raised to the height of the previous floor (the third floor F3), the other receiving unit 50' is placed in the receiving space 220 of the column device 20, and The floor pattern G2 of the second floor F2 is formed on the foundation T, and the bottom of each room mold 30 and the top of the second floor F2 which are suspended by the booms 1111 of the support plates 111 have a lateral flow. According to the present embodiment, the present embodiment uses the concave type building construction equipment 10 and the plurality of column devices 2 In conjunction with the above construction steps, a building having a plurality of floors is constructed on the foundation T in a quick and convenient manner.

Furthermore, the important technical means of the present invention is further explained, because in the grouting, the self-compacting concrete S system flows into the longitudinal flow passage 31 and the transverse flow passage 70 which are interpenetrated, and simultaneously covers a floor (the second floor F2) a plurality of horizontal wall reinforcement cages 100 and a plurality of horizontal reinforcement cages 200 in the transverse flow passage 70 between the finished floor and the previous floor (second floor F2), so when the concave type construction equipment 10 is completed When the demoulding operation rises to the previous floor (F3 on the third floor), the room pattern G2 of the second floor F2 is simultaneously formed into a straight wall 80 and a horizontal wall 90 (the horizontal wall 90 here) It is defined as the ceiling for the lower floor and the floor for the upper floor; in other words, the concave building The equipment 10 is configured by the column device 20 to cooperate with the plurality of towers 50 to support the roof. The floor pattern (G1, G2, ...) of each floor is simultaneously formed with a straight wall 80 and a horizontal wall 90. .

In addition, although the concave type building construction apparatus 10 of the present invention has a considerable weight, its weight is absorbed by the inlet tower devices 50, 50', and no weight falls on the building, the building The weight of the object is only the floor slab template 201, so it will not have any impact on the building. The houses constructed by the method of this case do not need to use modular steel cages, which can achieve a quick construction procedure with one layer of construction a day, and achieve the advantages of cost saving and stability.

In general, the concave type building construction equipment 10 includes the bearing body 11 , and has a working space 110 and a top end spanning a plurality of supporting plates 111 , each of which supports a plurality of hanging rods 1111 downwardly, the plurality of hanging cranes The rod 1111 is longitudinally suspended to fix a plurality of room molds 30, the plurality of room molds 30 are a plurality of independent individual molds, and a lift machine comprising a plurality of column devices 20 mounted at appropriate positions on the foundation T; wherein the concave type building The construction equipment 10 performs the following steps to produce a building of a plurality of floors: first, a foundation T is established on the construction base, and then the mold assembly is placed on the foundation T, wherein the mold assembly is a concave type building as described above. The material construction device 10, the outer wall mold 40 and the room mold 30 are formed. The plurality of column devices 20 of the lift machine are disposed under the plurality of room molds 40 composed of the mold. At this time, the room mold 30 contacts the foundation T, so that the total mold Forming only the longitudinal flow passage 31, and then performing a grouting operation, so that the longitudinal flow passage 31 is filled with the self-compacting concrete S to establish the wall surface of the first floor F1 (including the compartment wall of the room), The room mold 30 is subjected to a shrinking operation to separate the room mold 30 from the concrete, and then the lift-up operation is performed by the lift machine (that is, the above-described column device 20), and the mold assembly is raised up to the second floor F2. Position, at this time, the lateral flow passage 70 and the longitudinal flow passage 31 are formed to penetrate each other under the room mold 30, and after the grouting operation, the transverse flow passage 70 and the longitudinal flow passage 31 are filled with the self-compacting concrete S, and the wall can be The surface (including the compartment wall of the room) and the floor layer are formed once, and then the room mold 30 is reduced. In the work, the lifting machine (that is, the above-described column device 20) is used to perform the mold lifting operation, and the mold assembly is raised to the position of the third floor F3, and then the grouting operation is performed, and the wall surface and the floor layer are formed at one time. In this way, the building was built and a building with multiple floors was used to build the building in a very short time. The detailed construction process is detailed as before, please do not repeat it again.

It should be noted that, in addition to the column device 20 disclosed in the present invention, the lifting machine can also be a crane or other mechanical means to lift the mold assembly upward.

In conclusion, the above embodiments and drawings are only preferred embodiments of the present invention, and the scope of the novel implementation cannot be limited thereto, that is, the equal changes and modifications made by the scope of the novel application are all It should be within the scope of this new patent.

10‧‧‧Concave building construction equipment

100‧‧‧ Straight wall reinforcement cage

11‧‧‧Carrier

110‧‧‧Work space

111‧‧‧Support plate

1110‧‧‧ gap

1111‧‧‧Boom

W, W1‧‧‧ longitudinal width

20‧‧‧ column device

200‧‧‧ horizontal steel cage

201‧‧‧ Floor template

21‧‧‧Base

210‧‧‧ pivotal department

22‧‧‧External framework

220‧‧‧ Included space

23‧‧‧Hydraulic cylinder

230‧‧‧Top pole

30‧‧‧ Room mould

31‧‧‧ longitudinal flow path

32‧‧‧Fixed parts

33‧‧‧ trench

34‧‧‧ phantom

35‧‧‧Reducing module

350‧‧‧Forcing block

351‧‧‧forced parts

40‧‧‧External wall mould

41‧‧‧ Fixed Department

42‧‧‧ Transmission source

43‧‧‧ Transmission parts

44‧‧‧Rotary axis

45‧‧‧moving block

46‧‧‧ pulley

47‧‧‧External wall panels

50, 50'‧‧‧ into the tower device

51‧‧‧Longitudinal fittings

52‧‧‧Transverse fittings

520‧‧‧Resist the slot

60‧‧‧elastic colloid

61‧‧‧elastic strip

62‧‧‧elastic rubber sleeve

70, 70’‧‧‧ transverse flow paths

F1‧‧‧ first floor

F2‧‧‧ second floor

F3‧‧‧ third floor

G1, G2‧‧‧ room layout

T‧‧‧ Foundation

S‧‧‧Self-compacting concrete

Figure 1 is a perspective view of the construction equipment of the new concave type building.

2 is a perspective cross-sectional view of the construction device of the new concave type building.

Fig. 3 is a perspective view of a fixing member of the room mold of the present invention.

4 is a perspective view of a reduction module of the present room mold.

Figure 5 is a perspective cross-sectional view of the outer wall mold of the present invention.

Figure 6 is a perspective view of the novel tower assembly.

Figure 7 is a perspective view of the novel single-mode room mold.

Figure 8 is a perspective view of the multi-mode room mold of the present invention.

Figure 9 is a perspective view of the novel column device.

Figure 10 is a perspective view of the present invention showing the condition of building the first floor.

Figure 11 is a cross-sectional view of the present room mold showing the condition of sealing with an elastic rubber sleeve.

Figure 12 is a cross-sectional view of the present exterior wall mold showing the condition before demolding.

Figure 13 is a cross-sectional view of the present invention showing the first floor after completion of the grouting operation.

Figure 14 is another cross-sectional view of the present invention showing the first floor after completion of the grouting operation.

Figure 15 is a cross-sectional view showing the first type of room mold of the present invention, showing the condition before the shrinking operation.

Figure 16 is a cross-sectional view showing the first type of room mold of the present invention, showing the state after the shrinking operation.

Figure 17 is a cross-sectional view of the second type of room mold of the present invention, showing the condition before the shrinking operation.

Figure 18 is a cross-sectional view showing the second type of room mold of the present invention, showing the state after the shrinking operation.

Figure 19 is a cross-sectional view of the present exterior wall mold showing the condition after demolding.

Figure 20 is a cross-sectional view of the present invention showing the condition in which the construction of the concave type building is raised to the second floor.

Figure 21 is a perspective view of the present invention showing the condition of constructing the second floor.

Figure 22 is a perspective view of the present invention showing the condition of constructing the second floor.

Figure 23 is a cross-sectional view of the present invention showing the second floor after completion of the grouting operation.

Figure 24 is a cross-sectional view of the present invention showing the condition in which the construction of the concave type building is raised to the third floor.

Figure 25 is a perspective view of the present invention showing the condition of building a third floor.

10‧‧‧Concave building construction equipment

11‧‧‧Carrier

111‧‧‧Support plate

1110‧‧‧ gap

20‧‧‧ column device

30‧‧‧ Room mould

40‧‧‧External wall mould

47‧‧‧External wall panels

W, W1‧‧‧ longitudinal width

Claims (8)

The utility model relates to a concave type building construction equipment, comprising: a carrier body having a working space and a plurality of support plates at the top end, each of the support plates fixing a plurality of hanging rods downwardly, the plurality of hanging rods are vertically suspended and fixed to the plurality of rooms a mold, the plurality of room molds are a plurality of individual bodies, and a lift machine comprising a plurality of column devices mounted at a suitable position on a foundation; wherein the foundation is mounted with the carrier and the plurality of room molds a mold assembly, and a plurality of column devices of the lifting machine are disposed under the plurality of room molds of the mold, wherein a plurality of room molds of the mold assembly contact the foundation to form a longitudinal flow path between the mold assemblies Carrying a grouting operation, filling the longitudinal flow passage with a self-compacting concrete to form a wall surface of the first floor; performing a shrinking operation on the plurality of room molds of the mold assembly, and making the plurality of room molds and the self-compacting Separating the concrete; using the lifting machine to raise the mold assembly to a second floor position; establishing a first floor form below the plurality of room molds Forming a transverse flow passage with the longitudinal flow passage below the mold of the plurality of rooms; and performing a grouting operation to fill the longitudinal flow passage and the transverse flow passage with self-compacting concrete to make the wall of the second floor Forming with the floor slab once; repeating the shrinking operation, raising the mold assembly, establishing the slab formwork and grouting work to construct a building with multiple floors. The concave-type building construction apparatus according to claim 1, wherein a longitudinal width of a central position of the plurality of support plates at the top end of the carrier is a maximum distance and gradually inclined to both sides, and a longitudinal width of the central position of the plurality of support plates is obtained. Greater than the longitudinal width of the sides. The embossed building construction apparatus of claim 1, wherein the plurality of column devices comprise a base having a pivoting portion, a frame having a receiving space and longitudinally fixed to the base, And a hydraulic tower having an angled pivoting function, wherein the hydraulic cylinder has a telescopic top strut, is disposed in the receiving space and a hydraulic joint cylinder pivotally connected to the pivoting portion. The concave type building construction apparatus according to claim 1, wherein each of the plurality of molds of the plurality of room molds form a plurality of grooves adjacent to each other, and each of the grooves is connected to each other by a shrinking module, and a different one. a size elastic strip having an area larger than a groove of each of the molds of the room, and when the elastic strip is embedded in each of the grooves, the elastic strip has an excellent elastic tension to completely fill the groove A complete seal is achieved in the tank. The concave-type building construction apparatus according to claim 1, wherein each of the plurality of molds of the plurality of room molds form a plurality of grooves adjacent to each other, and each of the grooves is connected to each other by a shrinking module, and one has An elastic rubber sleeve formed by one body in an open space and an elastic rubber strip of different sizes, when the elastic rubber sleeve is coated on a vertical outer circumferential surface of each room mold, and the elastic rubber strip is buried in the groove on the bottom side, The elastic strip has an excellent elastic tension to completely fill the groove to achieve a complete sealing effect. The concave type building construction apparatus according to claim 4 or 5, wherein the reduction molding unit is composed of a pressing block respectively disposed on each of the room molds, and a pressing force for piercing the pressing block The component is configured to be tightly pressed with the pressing block by the pressing member, so that the molds of the room are slightly moved to separate the molds of the room from the self-compacting concrete in the longitudinal flow passage. The concave type building construction equipment of claim 1, wherein the mold assembly further comprises an outer wall mold, the outer wall mold comprising a fixing portion, a transmission source disposed on the fixing portion, and the transmission The source-connected transmission member, a rotating shaft coupled with the transmission member, a moving block screwed to the transmission shaft, and a movable block and a side surface of the fixing portion are movable forward and backward on the side of the fixing portion The pulley and the wall block are fixed together with the bottom of the moving block. The concave type building construction apparatus according to claim 3, wherein the inlet tower device is formed by a plurality of longitudinal tubular members in a longitudinally long rectangular shape, and each of the longitudinal tubular members is coupled to at least one transverse tubular member at an appropriate position, and the two lateral portions are The pipe member has a receiving slot for the top strut of the hydraulic cylinder to be supported at a slight inclination angle, so that the top strut extends upward to support the height of the tower assembly to the upper floor.