House without beams and horizontal pipes below large flat layer plates and construction method of house

Abstract

The invention relates to the technical field of houses, in particular to a house without beams and horizontal pipes below a large flat layer plate and a construction method thereof.The house comprises a base plate, the base plate is provided with a plurality of first wallboards, second wallboards and third wallboards, the house further comprises a connecting assembly, a flow guiding assembly and a limiting assembly, and the connecting assembly is used for connecting the first wallboards with the third wallboards; the first wall plate, the second wall plate and the third wall plate are arranged on the first wall plate, the second wall plate and the third wall plate respectively and used for enabling concrete to be evenly distributed, and the limiting assembly is used for limiting the flow guide assemblies. And meanwhile, by arranging the flow guiding piece capable of swinging, bubbles in the concrete can be eliminated, the concrete can be evenly distributed, and therefore the reliability of the concrete and the connecting performance of the concrete and the wallboards are improved.

Description

Technical Field

[0001] The invention relates to the technical field of houses, and in particular to a house without beams and horizontal pipes under a large flat floor and a construction method thereof. Background Art

[0002] In the construction of one-piece cast-in-place houses, since only concrete and steel bars are used for mixed construction, the contact area between concrete and steel bars is small. When encountering disasters such as earthquakes, cracks are prone to appear in the concrete walls. Therefore, it is necessary to increase the connection area of ​​the concrete part to increase the earthquake resistance of the one-piece cast-in-place house.

[0003] Each wall panel needs to be positioned when installed, and the verticality and horizontality of the wall panels cannot be guaranteed during installation. It is also impossible to ensure that the surfaces of two adjacent prefabricated wall panels are on the same plane. Cracks in the walls are likely to appear during earthquakes, reducing the overall lifespan and appearance of the house, and even causing safety accidents. The connection strength between adjacent prefabricated wall panels is poor. When subjected to vibration, the adjacent wall panels cannot share the pressure or impact force they are subjected to, which can easily cause unstable connections and damage the wall surface.

[0004] Before pouring concrete, precast concrete wall panels are laid on the foundation. During pouring, the precast wall panels are placed on both sides of the concrete, and then pouring is carried out. This can increase the contact area between the solidified concrete and the precast wall panels. When an earthquake disaster occurs, the concrete is in close contact with the precast wall panels, so that the vibration frequency of all concrete walls can be the same as that of the precast wall panels, thereby preventing cracks from occurring in the wall and increasing the wall's firmness and earthquake resistance.

[0005] The inventor found in actual use of the above-mentioned embodiment that during integrated casting, the concrete flow capacity on both sides is poor after the prefabricated wall panels are connected, so the two sides of the prefabricated wall panels need to be cast separately to complete the integrated casting of the house. In addition, due to the lack of distribution devices, the concrete is unevenly distributed during casting, and bubbles are easily generated, resulting in poor overall safety of the house. When a vibration pump is used for vibration, the vibration pump is easy to contact the prefabricated wall panels, which is easy to cause damage to the prefabricated wall panels. When the vibration pump vibrates, it is easy to cause the stones in the concrete to fall quickly to the lower side, resulting in uneven distribution of the stones in the wall, which is easy to cause instability of the wall. Summary of the invention

[0006] The purpose of the present invention is to provide a house without beams and horizontal pipes under a large flat floor and a construction method thereof, which solves the problem that cracks are easily generated in existing houses and bubbles are easily generated during concrete pouring.

[0007] In order to achieve the above object, the present invention adopts the following technical solutions:

[0008] A house without beams and horizontal pipes under a large flat floor comprises a base plate, on which a plurality of first wall plates, a second wall plate and a third wall plate are arranged, and further comprises:

[0009] A connecting assembly, the connecting assembly is used to connect the first wall panel and the third wall panel, and the second wall panel and the third wall panel;

[0010] A flow guide assembly, each group of which is respectively arranged on the first wall panel, the second wall panel and the third wall panel, for evenly distributing the concrete;

[0011] A limiting component is used to limit the flow guide component.

[0012] Preferably, the connecting assembly includes a first pushing cylinder fixedly arranged at one end of the first wall panel and the third wall panel respectively, a second accommodating member is fixedly arranged at the lower part of one end of the first wall panel and the third wall panel where the first pushing cylinder is arranged, a second pushing cylinder is fixedly arranged at one end of the second wall panel used to connect the third wall panel and the other end of the third wall panel, a first accommodating member is fixedly arranged at one end of the second wall panel and the third wall panel where the second pushing cylinder is arranged, a first pushing member which can be inserted into the corresponding first accommodating member is slidably arranged in the first pushing cylinder, a second pushing member which can be inserted into the corresponding second accommodating member is slidably arranged in the second pushing cylinder, and the first accommodating member and the corresponding second pushing cylinder are connected through a connecting pipe.

[0013] Preferably, two limiting members are slidably provided in the first accommodating member and the second accommodating member, and opposite ends of the two corresponding limiting members are connected to the corresponding first accommodating member and the corresponding second accommodating member respectively through a first elastic member.

[0014] Preferably, the connecting component also includes an airbag arranged on the first wall panel and the third wall panel, a push plate is provided at the front end of the airbag, the airbag is connected with the corresponding first push cylinder through a vent hole and a vent pipe, and a limit plate is slidably provided on each of the first wall panel and the third wall panel, and the upper end of the limit plate is connected to the corresponding first wall panel and the third wall panel through a second elastic member.

[0015] Preferably, each group of the guide components includes a plurality of sliding members slidably arranged on the first wall panel, the second wall panel and the third wall panel, rotating members are rotatably provided on both sides of the sliding members, a guide member is fixedly provided on each of the rotating members, a leakage groove is provided on the guide member, a connecting member is hinged on both sides of the two rotating members, a connecting column is fixedly provided at the lower end of the connecting member, a fixing member is slidably provided on the connecting column, the lower end of each of the fixing members is fixedly connected to the corresponding first wall panel, the second wall panel and the third wall panel, and the lower end of the connecting column is connected to the fixing member through a third elastic member.

[0016] Preferably, two adjacent sliding members and the uppermost sliding member are connected to the corresponding first wall panel, second wall panel and third wall panel respectively through a fourth elastic member.

[0017] Preferably, the limiting assembly includes a limiting groove opened on each of the guide members, and each of the first wall panel, the second wall panel and the third wall panel is provided with a plurality of guide grooves, and a limiting rod whose lower end can extend out of the guide groove is slidably provided in each of the guide grooves, and a fifth elastic member is provided between the limiting rod and the lower side wall of the corresponding guide groove, and the guide grooves on each of the second wall panel and the third wall panel are connected with the corresponding first accommodating member through an air intake pipe, and the guide grooves on each of the first wall panels are connected with the corresponding airbag through an exhaust pipe and an air intake hole, and a sixth elastic member is provided between the rotating member and the corresponding sliding member.

[0018] Preferably, the first wall panel, the second wall panel and the third wall panel are respectively provided with a plurality of flow grooves, the first wall panel and the second wall panel are respectively fixedly connected to the base plate by bolts, one of the adjacent first wall panel and the second wall panel is provided with a groove, and the other is fixedly provided with a protrusion that can be inserted into the groove.

[0019] Preferably, a concrete wall is integrally cast on the base plate, and the first wall panel, the second wall panel and the third wall panel are all located in the concrete wall.

[0020] A method for constructing a house without beams and horizontal pipes under a large flat floor, specifically comprising the following steps:

[0021] S1. The base for building a house;

[0022] S2. Then the first wall panel and the second wall panel are connected;

[0023] S3. Then, the first wall panel and the third wall panel, and the second wall panel and the third wall panel are connected by connecting components;

[0024] S4. After the first wall panel, the second wall panel and the third wall panel are connected, the formwork is built, and then the entire house is poured, and the swing of the guide member is used to increase the reliability of the concrete pouring;

[0025] S5. After the concrete is completely solidified, remove the formwork and complete the construction of the house.

[0026] Compared with the prior art, the present invention has the following beneficial effects:

[0027] 1. Through the movable setting of the first pushing member and the second pushing member, the first pushing member can be inserted into the corresponding first accommodating member, and the second pushing member can be inserted into the corresponding second accommodating member, so as to realize the connection between the prefabricated wall panels, increase the connection strength between the prefabricated wall panels, and when one of the prefabricated wall panels is subjected to thrust or tension, the force can be dispersed to other prefabricated wall panels to prevent one of the prefabricated wall panels from tipping over.

[0028] 2. Through the arrangement of the first pushing member and the second pushing member and the first receiving member and the second receiving member, the two prefabricated wall panels can be in close contact with each other, thereby avoiding the possibility of cracks in the cast-in-one house due to gaps between the prefabricated wall panels when suffering from an earthquake disaster, thereby increasing the stability and safety of the house.

[0029] 3. Through the swingable setting of the guide piece, the concrete can be hit when it falls, so that the concrete is distributed more evenly when it falls. At the same time, the swing of the guide piece can also make the concrete move back and forth, reducing the probability of bubbles inside.

[0030] 4. At the same time, due to the gap between the guide piece and the prefabricated wall panel, a protective barrier is formed to prevent the vibration pump from directly contacting the prefabricated wall panel, which would damage the surface of the prefabricated wall panel and increase the safety during construction. At the same time, the guide piece and the trough can also prevent the stones from falling too fast under the action of gravity and the vibration pump, resulting in uneven distribution of stones in the concrete, causing instability of the concrete wall and increasing the reliability of the concrete wall.

[0031] 5. Through the design of the guide piece, it can be inserted into the concrete after the concrete solidifies, so as to achieve the connection strength between the concrete wall and the prefabricated wall panel, and further increase the safety and reliability of the integrated building house. There are no beams and protruding walls inside the house, which enables customers to cut the internal space of the house at will, making it more convenient to design the house and increasing the availability of space.

[0032] 6. By setting the limit rod and the limit groove, the guide member can be stored in the first wall panel, the second wall panel and the third wall panel during transportation, so as to facilitate the transportation of the prefabricated wall panels. When installation is required, the guide member can be automatically opened through the linkage between the guide assembly and the connecting assembly, so as to realize the storage and release of the guide member in different states, thereby achieving better protection purpose and transportation reliability, avoiding the cumbersome procedures of installing the guide device, and improving the efficiency of house construction. BRIEF DESCRIPTION OF THE DRAWINGS

[0033] In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the accompanying drawings required for use in the description of the embodiments will be briefly introduced below. Obviously, the accompanying drawings described below are some embodiments of the present invention. For ordinary technicians in this field, other accompanying drawings can be obtained based on these accompanying drawings without paying any creative work.

[0034] Figure 1 It is a schematic diagram of the overall structure of the present invention.

[0035] Figure 2 It is a schematic diagram of the structure without the concrete wall in the present invention.

[0036] Figure 3 It is a full cutaway bottom view of the present invention.

[0037] Figure 4 It is a schematic diagram of the connection relationship between the groove and the protrusion in the present invention.

[0038] Figure 5 It is a schematic diagram of the connection relationship of the third wall panel in the present invention.

[0039] Figure 6 For the present invention Figure 5 Enlarged view of point A.

[0040] Figure 7 For the present invention Figure 5 Enlarged view of point B.

[0041] Figure 8 It is a distribution diagram of the limit rod, the guide groove and the guide member of the present invention.

[0042] Fig. 9 It is a schematic diagram of the structure of the flow guide component in the present invention.

[0043] Fig.10 For the present invention Fig. 9 Enlarged view of point C.

[0044] Fig.11 It is a schematic diagram of the guide member and the rotating member in the present invention.

[0045] Fig.12It is an exploded view of the first pushing member and the limiting member in the present invention.

[0046] Fig.13 It is a schematic diagram of the storage of the flow guide member in the present invention.

[0047] Fig.14 For the present invention Fig.13 Enlarged view of point D.

[0048] Fig.15 It is a full cross-sectional schematic diagram of the second wall panel in the present invention.

[0049] Fig.16 It is a partial cross-sectional schematic diagram of the first wall panel in the present invention.

[0050] Fig.17 For the present invention Fig.16 Enlarged view of point E.

[0051] Fig.18 For the present invention Fig.16 Enlarged view of point F.

[0052] In the figure: 1, base plate; 2, first wall panel; 3, second wall panel; 4, third wall panel; 5, connecting assembly; 501, first push cylinder; 502, second accommodating member; 503, second push cylinder; 504, first accommodating member; 505, first push member; 506, second push member; 507, stop member; 508, first elastic member; 509, air bag; 510, push plate; 511, vent hole; 512, vent pipe; 513, stop plate; 514, second elastic member; 515, connecting pipe; 6, flow guide assembly ; 601, sliding member; 602, rotating member; 603, guide member; 604, connecting column; 605, fixing member; 606, third elastic member; 607, leakage groove; 608, fourth elastic member; 609, connecting member; 7, limiting assembly; 701, limiting groove; 702, guide groove; 703, limiting rod; 704, fifth elastic member; 705, air inlet pipe; 706, exhaust pipe; 707, air inlet hole; 708, sixth elastic member; 8, circulation groove; 9, groove; 10, protrusion; 11, concrete wall. DETAILED DESCRIPTION

[0053] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those skilled in the art without creative work are within the scope of protection of the present invention.

[0054] Embodiment 1

[0055] Before pouring concrete, precast concrete wall panels are laid on the foundation. During pouring, the precast wall panels are placed on both sides of the concrete, and then pouring is carried out. This can increase the contact area between the solidified concrete and the precast wall panels. When an earthquake disaster occurs, the concrete is in close contact with the precast wall panels, so that the vibration frequency of all concrete walls can be the same as that of the precast wall panels, thereby preventing cracks from occurring in the wall and increasing the wall's firmness and earthquake resistance.

[0056] In order to solve the above technical problems, referring to the accompanying drawings of the specification Figures 1 to 7 , Fig.12 , Fig.15 and Fig.16 It can be obtained that the adopted technical solution includes a base plate 1, on which a plurality of first wall panels 2, second wall panels 3 and third wall panels 4 are arranged, and also includes a connecting component 5, the connecting component 5 is used to connect the first wall panel 2 and the third wall panel 4, and the second wall panel 3 and the third wall panel 4, the connecting component 5 includes a first push cylinder 501 fixedly arranged at one end of the first wall panel 2 and the third wall panel 4 respectively, the lower part of one end of the first wall panel 2 and the third wall panel 4 where the first push cylinder 501 is arranged is fixedly provided with a second accommodating member 502, the second wall panel 3 is used to connect one end of the third wall panel 4 and the third wall panel 4 The other ends of the three wall panels 4 are fixed with a second push cylinder 503, and the ends of the second wall panels 3 and the third wall panels 4 with the second push cylinder 503 are fixed with a first accommodating member 504, a first pusher 505 that can be inserted into the corresponding first accommodating member 504 is slidably provided in the first push cylinder 501, and a second pusher 506 that can be inserted into the corresponding second accommodating member 502 is slidably provided in the second push cylinder 503, and the first accommodating member 504 is connected to the corresponding second push cylinder 503 through a connecting pipe 515. Two limiting members 507 are slidably provided in the first and second accommodating members 502, and the opposite ends of the corresponding two limiting members 507 are connected to the corresponding first accommodating member 504 and the second accommodating member 502 through the first elastic member 508 respectively. The connecting component 5 also includes an air bag 509 arranged on the first wall panel 2 and the third wall panel 4, and a push plate 510 is provided at the front end of the air bag 509. The air bag 509 is connected to the first push cylinder 501 through a vent hole 511 and a vent pipe 512. A limiting plate 513 is slidably provided on each of the first wall panel 2 and the third wall panel 4. The limiting plate The upper end of 513 is connected to the corresponding first wall panel 2 and third wall panel 4 through the second elastic member 514. A plurality of flow grooves 8 are respectively provided on the first wall panel 2, the second wall panel 3 and the third wall panel 4. The first wall panel 2 and the second wall panel 3 are respectively fixedly connected to the base plate 1 through bolts. One of the adjacent first wall panel 2 and the second wall panel 3 is provided with a groove 9, and the other is fixedly provided with a protrusion 10 that can be inserted into the groove 9. A concrete wall 11 is integrally cast on the base plate 1, and the first wall panel 2, the second wall panel 3 and the third wall panel 4 are all located in the concrete wall 11.

[0057] During the specific installation, firstly, one of the first wall panel 2 and the second wall panel 3 is installed on the base plate 1 by bolts, and then the corresponding protrusion 10 and the groove 9 are connected to connect the first wall panel 2 and the corresponding second wall panel 3, and then the other one is fixed by bolts. Only one of them needs to be positioned and fixed, avoiding the tedious steps of fixing each prefabricated wall panel during installation, and reducing the labor intensity and workload of the operators.

[0058] After the installation is completed, the third wall panel 4 is connected to the second wall panel 3. First, the first pushing cylinder 501 and the second accommodating member 502 on the third wall panel 4 are aligned with the first accommodating member 504 and the second pushing cylinder 503 on the second wall panel 3 respectively, and then the pushing plate 510 on the third wall panel 4 is pressed to shrink the airbag 509. The gas in the airbag 509 is discharged into the first pushing cylinder 501 through the vent hole 511 and the vent pipe 512. The gas pushes the first pushing member 505 to gradually insert into the first accommodating member 504.

[0059] Referring to the drawings in the specification, one end of the first pushing member 505 is conical in shape and can fill the first containing member 504. Therefore, the gas in the first containing member 504 is compressed, and the gas in the first containing member 504 is discharged into the second pushing cylinder 503 through the connecting pipe 515. Then, the gas pushes the second pushing member 506 to gradually insert into the second containing member 502.

[0060] Referring to the drawings in the specification, it can be seen that the shape of one end of the first pushing member 505 and the second pushing member 506 are both conical cylindrical, which can push the two limiting members 507 on the corresponding sides to move away from each other, and the first elastic member 508 is compressed. Referring to the drawings in the specification, it can be seen that the end of the limiting member 507 that contacts the corresponding first pushing member 505 and the second pushing member 506 is an arc-shaped surface and can be pushed.

[0061] Therefore, after the first pushing member 505 and the second pushing member 506 move a certain distance, the first pushing member 505 and the second pushing member 506 contact the arc-shaped surfaces of the corresponding limiting members 507, and the corresponding two limiting members 507 slide back to back, so that the first pushing member 505 and the second pushing member 506 continue to go deeper, and after the push plate 510 is pushed to a certain position, the push plate 510 contacts the limiting plate 513.

[0062] By the drawings in the specification Fig.16 and Fig.17 It can be seen that the end of the limiting plate 513 that first contacts the push plate 510 is an inclined surface, which can make the limiting plate 513 move upward, and the second elastic member 514 is compressed. When the other end surface of the push plate 510 contacts the other end surface of the limiting plate 513, the state is as shown in the figure of the specification. Fig.17The conical surfaces of the first pushing member 505 and the second pushing member 506 are no longer in contact with the corresponding limiting member 507. The first elastic member 508 drives the limiting member 507 to move downward and contact with the corresponding first pushing member 505 and the second pushing member 506, preventing the first pushing member 505 and the second pushing member 506 from moving in the opposite direction under the action of air pressure. The limiting plate 513 moves downward under the action of the second elastic member 514, preventing the push plate 510 from moving in the opposite direction under the action of air pressure.

[0063] Then, the adjacent third wall panel 4 can be connected in sequence according to the above steps, and the first pushing member 505 and the second pushing member 506 are limited by the limiting member 507 and the first elastic member 508. After the prefabricated wall panel is shaken, the internal air pressure of the first pushing cylinder 501 changes, so that the first pushing cylinder 501 and the second pushing cylinder 503 respectively suck the gas for the first pushing member 505 and the second pushing member 506, and the limiting member 507 limits them at the same time, which can play a certain shock-absorbing role.

[0064] When connecting the third wall panel 4 and the first wall panel 2, just push the corresponding push plate 510 on the first wall panel 2. The movement method of the first pushing member 505 and the second pushing member 506 is the same as the movement method of the first pushing member 505 and the second pushing member 506 mentioned above. The connection between the first wall panel 2 and the third wall panel 4, the first wall panel 2 and the second wall panel 3, and the second wall panel 3 and the third wall panel 4 is completed, and then auxiliary tools are used for support to cast the house in one piece.

[0065] Through the movable setting of the first pushing member 505 and the second pushing member 506, the first pushing member 505 can be inserted into the corresponding first receiving member 504, and the second pushing member 506 can be inserted into the corresponding second receiving member 502, thereby realizing the connection between the prefabricated wall panels and increasing the connection strength between the prefabricated wall panels. When one of the prefabricated wall panels is subjected to thrust or tension, the force can be dispersed to other prefabricated wall panels to avoid one of the prefabricated wall panels from tipping over. In addition, through the setting of the first pushing member 505 and the second pushing member 506 and the first receiving member 504 and the second receiving member 502, the two prefabricated wall panels can be in close contact with each other, thereby avoiding gaps between the prefabricated wall panels when suffering from an earthquake disaster, thereby avoiding the probability of cracks in the cast-in-one house and increasing the stability and safety of the house.

[0066] Embodiment 2

[0067] The inventor found in actual use of the above-mentioned embodiment that during integrated casting, the concrete flow capacity on both sides is poor after the prefabricated wall panels are connected, so the two sides of the prefabricated wall panels need to be cast separately to complete the integrated casting of the house. In addition, due to the lack of distribution devices, the concrete is unevenly distributed during casting, and bubbles are easily generated, resulting in poor overall safety of the house. When a vibration pump is used for vibration, the vibration pump is easy to contact the prefabricated wall panels, which is easy to cause damage to the prefabricated wall panels. When the vibration pump vibrates, it is easy to cause the stones in the concrete to fall quickly to the lower side, resulting in uneven distribution of the stones in the wall, which is easy to cause instability of the wall.

[0068] In order to solve the above technical problems, based on the embodiment 1, the Figures 1 to 18 It can be seen that the adopted technical solution includes a base plate 1, on which a plurality of first wall panels 2, second wall panels 3 and third wall panels 4 are arranged, and also includes a guide assembly 6, each group of guide assemblies 6 is respectively arranged on the first wall panel 2, the second wall panel 3 and the third wall panel 4, for evenly distributing concrete, each group of guide assemblies 6 includes a plurality of sliding members 601 slidably arranged on the first wall panel 2, the second wall panel 3 and the third wall panel 4, and rotating members 602 are rotatably arranged on both sides of the sliding members 601, and each rotating member 602 is fixedly provided with a guide member 603, and the guide member 603 is provided with a leakage groove 60 7. A connecting member 609 is hinged on both sides of the two rotating members 602, and a connecting column 604 is fixedly provided at the lower end of the connecting member 609. A fixing member 605 is slidably provided on the connecting column 604. The lower end of each fixing member 605 is fixedly connected to the corresponding first wall panel 2, second wall panel 3 and third wall panel 4. The lower end of the connecting column 604 is connected to the fixing member 605 through a third elastic member 606. Two adjacent sliding members 601 and the uppermost sliding member 601 are connected to the corresponding first wall panel 2, second wall panel 3 and third wall panel 4 respectively through a fourth elastic member 608.

[0069] During pouring, templates and supporting devices are respectively provided on both sides of the prefabricated wall panel on the base plate 1. Both the templates and supporting devices are prior art and are used to prevent concrete leakage and assist in concrete molding. A pouring port is reserved on the template, and then the operation of pouring concrete into the template is started. Since the guide member 603 is fixedly connected to the rotating member 602, the rotating member 602 is rotatably connected to the connecting member 609, and the rotating member 602 is rotatably connected to the corresponding sliding member 601.

[0070] Therefore, when the guide member 603 is compressed by the gravity of the concrete, the guide member 603 extends out of one side of the prefabricated wall panels (the first wall panel 2, the second wall panel 3 and the third wall panel 4) and swings downward, and the other side of the guide member 603 drives the sliding member 601 and the connecting member 609 to move upward through the rotating member 602, and the connecting column 604 and the fixing member 605 play a guiding role. The connecting column 604 corresponding to the connecting member 609 moves upward, and the corresponding third elastic member 606 is stretched. The fourth elastic member 608 on the upper side of the sliding member 601 is compressed, and the fourth elastic member 608 on the lower side is compressed. The fourth elastic member 608 on the lower side pulls the sliding member 601 on the lower side to move upward, and the sliding member 601 drives the guide member 603 to swing through the rotating member 602, causing a chain reaction, so that all the guide members 603 on the prefabricated wall panel swing, so that the concrete they touch is hit, and at the same time, the guide member 603 covered by the concrete can move the concrete back and forth when it vibrates, so as to achieve the purpose of removing bubbles. The concrete will also hit the guide member 603 on the lower side during the falling process, thereby intensifying the vibration of the guide member 603 and making the concrete more evenly distributed when falling.

[0071] When the vibration pump is inserted into the concrete to vibrate, since the guide member 603 does not directly contact the prefabricated wall panels and a gap can be formed between the guide member 603 and the prefabricated wall panels, the vibration pump does not contact the prefabricated wall panels. Therefore, it can play a certain protective role and prevent the vibration pump from directly contacting the prefabricated wall panels, causing damage to the surface of the prefabricated wall panels.

[0072] During the falling process of concrete, since the circulation grooves 8 are provided on the first wall panel 2, the second wall panel 3 and the third wall panel 4, the concrete on both sides of the prefabricated wall panels can flow, thereby avoiding the tedious operation of pouring on both sides of the prefabricated wall panels. At the same time, the guide member 603 is provided with a leakage groove 607, which can enable the gravel in the concrete to fall smoothly and prevent the gravel in the concrete from falling quickly to the bottom under the action of the vibration pump, so that the gravel can be evenly distributed, thereby increasing the reliability of the concrete wall 11.

[0073] By means of the swingable setting of the guide piece 603, the concrete can be hit when it falls, so that the concrete is distributed more evenly when it falls. At the same time, the swing of the guide piece 603 can also make the concrete move back and forth to eliminate the bubbles inside. At the same time, due to the gap between the guide piece 603 and the prefabricated wall panel, a protective barrier is formed to avoid direct contact between the vibration pump and the prefabricated wall panel, which causes damage to the surface of the prefabricated wall panel, thereby increasing the safety during construction. At the same time, the guide piece 603 and the leakage groove 607 can also prevent the stones from falling too fast under the action of gravity and the vibration pump, resulting in uneven distribution of the stones in the concrete, causing instability of the concrete wall 11, thereby increasing the reliability of the concrete wall 11. Moreover, by means of the design of the guide piece 603, it can be inserted into the concrete after the concrete is solidified, so as to achieve the connection strength between the concrete wall 11 and the prefabricated wall panel, further increasing the safety and reliability of the integrated building house. Figure 3 It can be seen that there are no beams or protruding walls inside the house, which enables customers to cut the interior space of the house at will, making it more convenient to design the house and increasing the availability of space.

[0074] Embodiment 3

[0075] Although the provision of the guide member 603 can reduce the probability of bubble generation, the provision of the guide member 603 is inconvenient for the transportation of the prefabricated wall panels. The guide member 603 is easily damaged by collision during transportation. The temporary installation is too cumbersome, which can easily delay the construction period and increase the construction time. Therefore, the guide member 603 needs to be stored and kept out of contact with the outside world during transportation, and can be leaked out when the prefabricated wall panels are installed.

[0076] In order to solve the above technical problems, based on the above embodiments, according to the drawings of the specification Figures 1 to 18 It can be seen that the adopted technical solution includes a substrate 1, on which a plurality of first wall panels 2, second wall panels 3 and third wall panels 4 are arranged, and also includes a limiting component 7, which is used to limit the guide component 6, and the limiting component 7 includes a limiting groove 701 opened on each guide member 603, and a plurality of guide grooves 702 are opened on each first wall panel 2, second wall panel 3 and third wall panel 4, and a limiting rod 703 whose lower end can extend out of the guide groove 702 is slidably arranged in each guide groove 702, and a fifth elastic member 704 is arranged between the limiting rod 703 and the lower side wall of the corresponding guide groove 702, and the guide groove 702 on each second wall panel 3 and third wall panel 4 is connected to the corresponding first accommodating member 504 through the air inlet pipe 705, and the guide groove 702 on each first wall panel 2 is connected to the corresponding air bag 509 through the exhaust pipe 706 and the air inlet hole 707, and a sixth elastic member 708 is arranged between the rotating member 602 and the corresponding sliding member 601.

[0077] In the state of transportation, the state of the guide member 603 and the limit rod 703 is as shown in the accompanying drawings. Fig.13 and Fig.14 As shown, after pushing the push plate 510 in Embodiment 1, referring to the accompanying drawings of the specification Figure 5 and Figure 7 It can be seen that when the first pusher 505 of the third wall panel 4 and the first wall panel 2 pushes the gas in the first accommodation member 504 to move into the second push cylinder 503, the first pusher 505 pushes the gas to flow into the air inlet pipe 705, and then the gas flows into the guide groove 702 through the air inlet pipe 705, so that the limit rod 703 moves upward along the guide groove 702, the fifth elastic member 704 is stretched, and part of the gas in the air bag 509 corresponding to the second wall panel 3 is discharged into the second wall panel 3 through the air inlet hole 707 and the exhaust pipe 706. In the corresponding guide groove 702, the corresponding limit rod 703 moves upward along the guide groove 702 on its corresponding side, and the corresponding fifth elastic member 704 is stretched, so that each limit rod 703 is moved out of the corresponding limit groove 701, and then the guide member 603 is flipped under the action of the sixth elastic member 708 and the rotating member 602, and the guide member 603 is released, thereby achieving the purpose of preventing the guide member 603 from colliding with the outside world during transportation, thereby increasing the safety and integrity of the guide member 603.

[0078] By setting the limiting rod 703 and the limiting groove 701, the guide member 603 can be stored in the first wall panel 2, the second wall panel 3 and the third wall panel 4 during transportation, thereby facilitating the transportation of the prefabricated wall panels. When installation is required, the guide member 603 can be automatically opened through the linkage between the guide component 6 and the connecting component 5, thereby realizing the storage and release of the guide member 603 in different states, achieving better protection purposes and transportation reliability, avoiding the cumbersome procedures of installing the guide device, and improving the efficiency of house construction.

[0079] Embodiment 4

[0080] On the basis of the above embodiment, this embodiment further provides a method for building a house without beams and horizontal pipes under a large flat floor, comprising the following specific steps:

[0081] A method for constructing a house without beams and horizontal pipes under a large flat floor comprises the following specific steps:

[0082] S1. The substrate 1 for building a house is cast using concrete and a steel cage to make the substrate 1 more solid;

[0083] S2. Then, the first wall panel 2 and the second wall panel 3 are connected, and the first wall panel 2 or the second wall panel 3 is first fixed with bolts, and then the protrusion 10 is connected with the groove 9 to complete the fixing and connection between the first wall panel 2 and the second wall panel 3, and at the same time, they are positioned to facilitate the subsequent installation of the third wall panel 4;

[0084] S3. Then, the first wall panel 2 and the third wall panel 4, and the second wall panel 3 and the third wall panel 4 are connected by the connecting assembly 5, and the first pushing member 505 and the first receiving member 504 cooperate with each other to increase the connection strength between the first wall panel 2, the second wall panel 3 and the third wall panel 4, so as to prevent one of them from tipping over when subjected to force, and to make the force distribution more uniform;

[0085] S4. After the first wall panel 2, the second wall panel 3 and the third wall panel 4 are connected, a template is built, and a steel bar connector is placed. The template is supported by a supporting device such as a tripod, and then the entire house is poured. At the same time, the swing of the guide member 603 is used to increase the reliability of concrete pouring and prevent the vibration pump from directly contacting the wall panel, resulting in damage to the wall panel;

[0086] S5. After the concrete is completely solidified, remove the formwork and complete the construction of the house.

[0087] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and inventive concept of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A house without beams and horizontal pipes under a large flat floor, comprising a base plate, on which a plurality of first wall panels, second wall panels and third wall panels are arranged, characterized in that: Also includes: A connecting assembly, the connecting assembly is used to connect the first wall panel and the third wall panel, and the second wall panel and the third wall panel; A flow guide assembly, each group of which is respectively arranged on the first wall panel, the second wall panel and the third wall panel, for evenly distributing the concrete; A limiting component is used to limit the flow guide component.

2. A house without beams and horizontal pipes under a large flat floor according to claim 1, characterized in that: The connecting assembly includes a first pushing cylinder fixedly arranged at one end of the first wall panel and the third wall panel respectively, a second accommodating member is fixedly arranged at the lower part of one end of the first wall panel and the third wall panel where the first pushing cylinder is arranged, a second pushing cylinder is fixedly arranged at one end of the second wall panel used for connecting the third wall panel and the other end of the third wall panel, a first accommodating member is fixedly arranged at one end of the second wall panel and the third wall panel where the second pushing cylinder is arranged, a first pushing member which can be inserted into the corresponding first accommodating member is slidably arranged in the first pushing cylinder, a second pushing member which can be inserted into the corresponding second accommodating member is slidably arranged in the second pushing cylinder, and the first accommodating member and the corresponding second pushing cylinder are connected through a connecting pipe.

3. A house without beams and horizontal pipes under a large flat floor according to claim 2, characterized in that: Two limiting members are slidably disposed in the first accommodating member and the second accommodating member, and opposite ends of the two corresponding limiting members are connected to the corresponding first accommodating member and the corresponding second accommodating member through a first elastic member.

4. The house with no beams and no horizontal pipes under the large flat floor according to claim 1 is characterized in that: The connecting assembly also includes an airbag arranged on the first wall panel and the third wall panel, a push plate is provided at the front end of the airbag, the airbag is connected to the corresponding first push cylinder through a vent hole and a vent pipe, and a limit plate is slidably provided on each of the first wall panel and the third wall panel, and the upper end of the limit plate is connected to the corresponding first wall panel and the third wall panel through a second elastic member.

5. The house without beams and horizontal pipes under the large flat floor according to claim 1 is characterized in that: Each group of the guide components includes a plurality of sliding members slidably arranged on the first wall panel, the second wall panel and the third wall panel, and rotating members are rotatably arranged on both sides of the sliding members, and a guide member is fixedly arranged on each of the rotating members, and a leakage groove is opened on the guide member, and a connecting member is hinged on both sides of the two rotating members, and a connecting column is fixedly arranged at the lower end of the connecting member, and a fixing member is slidably arranged on the connecting column, and the lower end of each of the fixing members is fixedly connected to the corresponding first wall panel, second wall panel and third wall panel, and the lower end of the connecting column is connected to the fixing member through a third elastic member.

6. A house without beams and horizontal pipes under a large flat floor according to claim 5, characterized in that: Two adjacent sliding members and the uppermost sliding member are connected to the corresponding first wall panel, second wall panel and third wall panel respectively through fourth elastic members.

7. The house with no beams and no horizontal pipes under the large flat floor according to claim 5 is characterized in that: The limiting assembly includes a limiting groove opened on each of the guide members, and each of the first wall panel, the second wall panel and the third wall panel is provided with a plurality of guide grooves, and a limiting rod whose lower end can extend out of the guide groove is slidably provided in each of the guide grooves, and a fifth elastic member is provided between the limiting rod and the lower side wall of the corresponding guide groove, and the guide grooves on each of the second wall panel and the third wall panel are connected with the corresponding first accommodating member through an air intake pipe, and the guide grooves on each of the first wall panels are connected with the corresponding airbag through an exhaust pipe and an air intake hole, and a sixth elastic member is provided between the rotating member and the corresponding sliding member.

8. The house with no beams and no horizontal pipes under the large flat floor according to claim 1 is characterized in that: The first wall panel, the second wall panel and the third wall panel are respectively provided with a plurality of flow grooves, the first wall panel and the second wall panel are respectively fixedly connected to the base plate by bolts, one of the adjacent first wall panel and the second wall panel is provided with a groove, and the other is fixedly provided with a protrusion which can be inserted into the groove.

9. The house with no beams and no horizontal pipes under the large flat floor according to claim 1, characterized in that: A concrete wall is integrally cast on the base plate, and the first wall panel, the second wall panel and the third wall panel are all located in the concrete wall.

10. A method for constructing a house without beams or horizontal pipes under a large flat floor, using the house without beams or horizontal pipes under a large flat floor as claimed in any one of claims 1 to 9, characterized in that: The following steps are involved: S1. The base for building a house; S2. Then the first wall panel and the second wall panel are connected; S3. Then, the first wall panel and the third wall panel, and the second wall panel and the third wall panel are connected by connecting components; S4. After the first wall panel, the second wall panel and the third wall panel are connected, the formwork is built, and then the entire house is poured, and the swing of the guide member is used to increase the reliability of the concrete pouring; S5. After the concrete is completely solidified, remove the formwork and complete the construction of the house.

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