Reinforced concrete prefabricated integral casting house structure and construction method thereof

Abstract

The invention relates to the technical field of reinforced concrete, and discloses a reinforced concrete prefabricated integrally-cast house structure and a construction method thereof.The reinforced concrete prefabricated integrally-cast house structure comprises a mounting unit, a moving unit and a positioning unit, the mounting unit comprises a floor slab, a rectangular notch is formed in the upper portion of the floor slab, and a glue injection notch is formed in the bottom of an inner cavity of the rectangular notch; three glue injection discharging openings distributed at equal intervals are formed in the glue injection notch, and three upper wall bodies are arranged above the floor slab. According to the device, the upper wall body is pressed, so that the moving unit can move until an inserting groove opening formed in the upper wall body is aligned with a clamping plate arranged in a clamping assembly in the moving unit, and at the moment, the clamping plate can be inserted into the upper wall body under the assistance of a first reset spring; and the upper wall bodies are connected with the guide sliding blocks in the rectangular notches, so that a worker can adjust the distance between every two upper wall bodies by pushing the upper wall bodies, and then the upper wall bodies are positioned through the positioning units.

Description

Technical Field

[0001] The invention belongs to the technical field of reinforced concrete, and in particular relates to a reinforced concrete prefabricated integrally cast house structure and a construction method thereof. Background Art

[0002] The building structure is generally composed of columns, beams and slabs. The columns, beams and slabs can be constructed by prefabricated cast-in-place or cast-in-place. With the continuous increase in raw material prices and the sharp increase in labor costs, the extensive problems of cast-in-place construction technology, such as heavy weight, high consumables, large consumption of wooden formwork and high labor demand, are becoming increasingly prominent. Therefore, the prefabricated cast-in-place construction method is now more commonly used.

[0003] The existing reinforced concrete prefabricated cast-in-one house structure generally includes wall panels and floor panels erected on the wall panels. After erection, concrete is poured at the erection positions of the floor panels and the wall panels, so that the floor panels and the wall panels are relatively fixed.

[0004] However, when the existing wall panels are installed on the floor, the spacing between the wall panels is often fixed. However, when installing the wall panels, slight errors often occur during installation, which requires the staff to lift the wall panels and reinstall them, and constantly perform debugging, which is quite troublesome.

[0005] In view of this, the present invention is proposed. Summary of the invention

[0006] In order to solve the above technical problems, the basic concept of the technical solution adopted by the present invention is: A reinforced concrete prefabricated integrally cast house structure, comprising an installation unit, a moving unit and a positioning unit: the installation unit comprises a floor slab, a rectangular notch is provided above the floor slab, a glue injection notch is provided at the bottom of the inner cavity of the rectangular notch, three glue injection discharge ports are provided on the glue injection notch, three upper walls are provided above the floor slab, a glue injection feed port is movably penetrated through the inner cavity of the upper wall, two opposite side walls of the upper wall are provided with through notches, three lower walls are fixedly installed at the bottom of the floor slab and are arranged at the same distance, the three lower walls are provided with installation notches above, the three installation notches are respectively aligned with the glue injection discharge ports, the two opposite side walls of the three upper walls are provided with clamping notches, a latch hole is provided at the bottom of the inner cavity of each through notch, and each of the latch holes is symmetrical with each other, and a plurality of fastening steel bars are provided between the floor slabs; The moving unit comprises two guide slide grooves, the two guide slide grooves are respectively provided on two opposite side walls of the inner cavity of the rectangular slot, three guide sliders equidistantly arranged are slidably installed in the inner cavities of the two guide slide grooves, each of the guide sliders is symmetrical with each other, a placement slot is provided on one side wall of each guide slider opposite to each other, and a clamping assembly is provided in the inner cavity of each placement slot, and the clamping assembly is used to be clamped with the upper wall; The positioning unit includes a plurality of connecting plates, each of which is symmetrical with each other, each of which has a latch fixedly installed at the bottom, each of which is symmetrical with each other, and each of which fits with a latch hole.

[0007] As a preferred embodiment of the present invention, the clamping assembly includes a plurality of first slide grooves, each of the first slide grooves is respectively opened on two side walls opposite to each other in the inner cavity of the placement slot, each of the first slide grooves is symmetrical with each other, a first slider is slidably installed in the inner cavity of each first slide groove, each of the first sliders is symmetrical with each other, and a first movable plate is fixedly connected to one side wall opposite to each other in each of the first sliders.

[0008] As a preferred embodiment of the present invention, one end of each of the first movable plates is fixedly connected to a first return spring, and the other end of each of the first return springs is fixedly connected to the bottom of the inner cavity of the placement slot.

[0009] As a preferred embodiment of the present invention, each of the first movable plates is fixedly connected to a clamping plate at one end away from the first return spring, each of the clamping plates is respectively fitted with a clamping slot, and each of the clamping plates has a side wall close to the clamping slot provided with a slope.

[0010] As a preferred embodiment of the present invention, each of the inner cavities of the glue injection and feeding port is provided with a rectangular tube, each of the rectangular tubes is symmetrical with each other, a steel bar insertion groove is opened through each of the rectangular tubes and the floor slab, and the inner cavities of the steel bar insertion grooves are inserted with installation steel bars, and positioning blocks are fixedly installed on the opposite side walls of each rectangular tube, and each of the positioning blocks are fixedly installed in the inner cavities of the glue injection and feeding port respectively.

[0011] As a preferred embodiment of the present invention, each of the rectangular tube inner cavities is provided with a second sliding mechanism, the second sliding mechanism includes two second sliding grooves, the two second sliding grooves are respectively opened on the two opposite side walls of the rectangular tube inner cavity, each of the second sliding groove inner cavities is slidably installed with a second slider, each of the second sliders is symmetrical with each other, each of the second sliders is fixedly connected with a second movable plate, and each of the second movable plates is provided with an inclined surface above.

[0012] As a preferred embodiment of the present invention, a second return spring is fixedly installed on the bottom of each second movable plate, and the other end of the second return spring is fixedly connected to the bottom of the inner cavity of the rectangular tube, and each second movable plate is fixedly connected to one end away from the second return spring with two symmetrical fixed plates, and each of the fixed plates is fixedly connected to a connecting plate on one side wall above each other, and mounting plates are fixedly connected at both ends of the connecting plate.

[0013] As a preferred embodiment of the present invention, each side wall of the upper wall is fixedly connected with a rectangular fixing plate, each of the rectangular fixing plates slides respectively on the bottom of the inner cavity of the rectangular groove, a rectangular plug-in plate is slidably arranged at the bottom of the inner cavity of the rectangular fixing plate, the other end of each of the rectangular plug-in plates is fixedly connected to the side wall of the upper wall away from the rectangular fixing plate, and each of the rectangular fixing plates and the rectangular plug-in plate are sealed on the glue injection groove.

[0014] As a preferred embodiment of the present invention, each of the two opposite side walls of the upper wall is respectively fixedly installed with a first fixing rod and a second fixing rod, each of the first fixing rod and the second fixing rod is respectively provided with a connecting slot, each of the connecting slots is respectively matched with the through slot, and each of the first fixing rod and the second fixing rod is respectively installed on a rectangular fixing plate and a rectangular plug-in plate at one end away from the upper wall.

[0015] A method for constructing a reinforced concrete prefabricated integrally cast house, the steps are as follows: Step 1: First, the staff installs the upper wall on the rectangular notch opened on the floor slab. At this time, the upper wall is pressed to move the mobile unit until the plug-in notch opened on the upper wall and the clamping plate provided in the clamping assembly of the mobile unit are aligned with each other. At this time, the clamping plate can be inserted into the upper wall with the assistance of the first return spring, so that the upper wall and the guide slider in the rectangular notch are connected. Therefore, the staff can adjust the distance between the upper walls by pushing the upper wall; Step 2: When the distance between the upper walls is adjusted, the staff inserts the installation steel bars into the steel crystal insertion slots opened on the floor slab. When the steel bars are inserted, the steel bars will squeeze the inclined surface on the second movable plate, allowing the second movable plate to move vertically downward. When the second movable plate moves vertically downward, it will be able to drive the latch to move vertically downward, so that the latch can be inserted into the latch hole, thereby positioning the upper wall; Step 3: When the upper wall is positioned, the staff can inject glue between the floor slab, the lower wall and the upper wall through the glue injection grooves.

[0016] Compared with the prior art, the present invention has the following beneficial effects: The present invention can move the mobile unit by pressing the upper wall until the plug-in slot provided at the upper wall and the snap-in plate provided in the snap-in assembly in the mobile unit are aligned with each other. At this time, the snap-in plate can be inserted into the upper wall with the assistance of the first return spring, so that the upper wall and the guide slider in the rectangular slot are connected. Therefore, the staff can adjust the distance between the upper walls by pushing the upper wall, and then position the upper wall by the positioning unit.

[0017] The specific implementation modes of the present invention are further described in detail below in conjunction with the accompanying drawings. BRIEF DESCRIPTION OF THE DRAWINGS

[0018] In the attached picture: Figure 1 It is a three-dimensional structural schematic diagram of a reinforced concrete prefabricated integrally cast house structure and its construction method; Figure 2 It is a side view structural schematic diagram of a reinforced concrete prefabricated integrally cast house structure and its construction method; Figure 3 It is a schematic diagram of a reinforced concrete prefabricated cast-in-place house structure and its construction method from an upward perspective; Figure 4 It is a schematic diagram of the upper wall cross-sectional structure of a reinforced concrete prefabricated cast-in-one house structure and its construction method; Figure 5 A schematic diagram of a floor slab cross-sectional structure of a reinforced concrete prefabricated cast-in-place house structure and a construction method thereof; Figure 6 It is a schematic diagram of the inner cavity structure of the glue injection feed port of a reinforced concrete prefabricated cast-in-place house structure and its construction method; Figure 7 A schematic diagram of a rectangular tube cross-sectional structure of a reinforced concrete prefabricated cast-in-place house structure and its construction method; Figure 8 The present invention is a schematic diagram of the inner cavity structure of a guide slider of a reinforced concrete prefabricated cast-in-one house structure and its construction method.

[0019] In the figure: 100, installation unit; 101, floor; 1011, rectangular notch; 1012, glue injection notch; 102, upper wall; 1021, glue injection feed port; 1022, through notch; 1023, snap-on notch; 103, lower wall; 1031, installation notch; 104, fastening steel bar; 1041, installation steel bar; 105, rectangular fixing plate; 1051, rectangular plug-in plate; 1052, first fixing rod; 1053, second fixing rod; 1054, connecting notch; 106, glue injection feed port; 200, mobile unit; 201, guide slot; 2011, guide slider; 2012, placement slot; 2013, first slot; 2014, first slider; 2015, first mobile plate; 2016, first return spring; 2017, clamping plate; 300, positioning unit; 301, rectangular tube; 3011, steel bar insertion groove; 3012, positioning block; 3013, second slide groove; 3014, second slider; 3015, second movable plate; 3016, second return spring; 302, fixed plate; 3021, connecting plate; 3022, mounting plate; 3023, latch; 3024, latch hole. DETAILED DESCRIPTION

[0020] In order to make the purpose, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments will be clearly and completely described below in conjunction with the drawings in the embodiments of the present invention. The following embodiments are used to illustrate the present invention.

[0021] Embodiment 1: like Figures 1 to 8As shown, a reinforced concrete prefabricated cast-in-one house structure includes an installation unit 100, a moving unit 200 and a positioning unit 300: the installation unit 100 includes a floor 101, a rectangular notch 1011 is opened above the floor 101, a glue injection notch 1012 is opened at the bottom of the inner cavity of the rectangular notch 1011, and three glue injection discharge ports 106 are opened on the glue injection notch 1012 and are equidistantly distributed. Three upper walls 102 are arranged above the floor 101, and the inner cavity of the upper wall 102 is movable through the inner cavity of the upper wall 102. A glue injection feed port 1021 is provided, and through slots 1022 are provided on the opposite side walls of the upper wall 102. Three lower walls 103 are fixedly installed at the bottom of the floor 101 and are arranged at equal distances. The three lower walls 103 are provided with installation slots 1031 on the top, and the three installation slots 1031 are respectively aligned with the glue injection feed port 106. The opposite side walls of the three upper walls 102 are provided with snap-on slots 1023, and the bottom of the inner cavity of each through slot 1022 is provided with a latch hole. 3024, each of the pin holes 3024 is symmetrical with each other, and a plurality of fastening steel bars 104 are arranged between the floor plates 101; the moving unit includes two guide slide grooves 201, and the two guide slide grooves 201 are respectively opened on the two opposite side walls of the inner cavity of the rectangular notch 1011, and three guide sliders 2011 arranged with equal distances are slidably installed in the inner cavity of the two guide slide grooves 201, and each guide slider 2011 is symmetrical with each other, and each guide slider 2011 has two Two opposite side walls are provided with placement slots 2012, and the inner cavity of each placement slot 2012 is provided with a snap-on component, which is used to snap-on with the upper wall 102; the positioning unit 300 includes a plurality of connecting plates 3021, each connecting plate 3021 is symmetrical with each other, and each connecting plate 3021 has a latch 3023 fixedly installed at the bottom, each latch 3023 is symmetrical with each other, and each latch 3023 is respectively fitted with a latch hole 3024. By pressing the upper wall 102, the mobile unit 200 can be moved until the insertion slot 1023 opened in the upper wall 102 and the snap-in plate 2017 set in the snap-in assembly of the mobile unit 200 are aligned with each other. At this time, the snap-in plate 2017 can be inserted into the upper wall 102 with the assistance of the first return spring 2016, so that the upper wall 102 and the guide slider 2011 in the rectangular slot 1023 are connected. Therefore, the staff can adjust the distance between the upper walls 102 by pushing the upper wall 102, and then position the upper wall 102 by the positioning unit 300.

[0022] like Figures 1 to 5 and Figure 8As shown, in a specific embodiment, the clamping assembly includes a plurality of first slide grooves 2013, each of which is respectively provided on two opposite side walls of the inner cavity of the placement slot 2012, each of which is symmetrical with each other, each of which is slidably mounted with a first slider 2014, each of which is symmetrical with each other, and each of which is fixedly connected with a first movable plate 2015 on one side wall opposite to each other. In this configuration, the installation position and components of the clamping assembly are determined.

[0023] like Figure 8 As shown, further, one end of each first movable plate 2015 is fixedly connected to a first return spring 2016, and the other end of each first return spring 2016 is fixedly connected to the bottom of the inner cavity of the placement slot 2012. In this configuration, the installation position of the first return spring 2016 is determined, ensuring that the first movable plate 2015 can be reset.

[0024] like Figure 8 As shown, further, each first movable plate 2015 is fixedly connected to a clamping plate 2017 at one end away from the first return spring 2016, each clamping plate 2017 is respectively fitted with the clamping slot 1023, and a side wall of each clamping plate 2017 close to the clamping slot 1023 is provided with an inclined surface. In this configuration, it is ensured that the clamping plate 2017 can be inserted into the clamping slot 1023, so that the staff can adjust the distance between the upper walls 102 by pushing the upper wall 102.

[0025] Embodiment 2: The difference between Example 1 and this Example is that: Figures 4 to 7 As shown, a reinforced concrete prefabricated integrally cast house structure, each of the injection and discharge ports 106 is provided with a rectangular tube 301 in the inner cavity, each of the rectangular tubes 301 is symmetrical with each other, a steel bar insertion slot 3011 is provided between each rectangular tube 301 and the floor 101, and the inner cavity of the steel bar insertion slot 3011 is inserted with an installation steel bar 1041, and positioning blocks 3012 are fixedly installed on the opposite side walls of each rectangular tube 301, and each positioning block 3012 is fixedly installed in the inner cavity of the injection and discharge port 106. In this setting, the installation position and components of the rectangular tube 301 are determined.

[0026] like Figure 7As shown, in a specific embodiment, each rectangular tube 301 inner cavity is provided with a second sliding mechanism, the second sliding mechanism includes two second slide grooves 3013, the two second slide grooves 3013 are respectively opened on the two opposite side walls of the inner cavity of the rectangular tube 301, each second slide groove 3013 inner cavity is slidably installed with a second slider 3014, each second slider 3014 is symmetrical to each other, each second slider 3014 is fixedly connected with a second moving plate 3015 between each other, and each second moving plate 3015 is provided with an inclined surface above. In this setting, the installation position of the second sliding mechanism and the installation position and shape of the second moving plate 3015 are determined.

[0027] like Figures 4 to 7 As shown, further, a second return spring 3016 is fixedly installed at the bottom of each second movable plate 3015, and the other end of the second return spring 3016 is fixedly connected to the bottom of the inner cavity of the rectangular tube 301, and each second movable plate 3015 is fixedly connected to two mutually symmetrical fixed plates 302 at one end away from the second return spring 3016, and each fixed plate 302 is fixedly connected to a connecting plate 3021 on one side wall above the two opposite sides, and the two ends of the connecting plate 3021 are fixedly connected to the mounting plate 3022. In this configuration, the installation positions and components of the connecting plate 3021 and the mounting plate 3022 are determined, ensuring that the connecting plate 3021 and the mounting plate 3022 can move vertically.

[0028] like Figures 1 to 5 As shown, further, a rectangular fixing plate 105 is fixedly connected to one side wall of each upper wall 102, each rectangular fixing plate 105 slides on the bottom of the inner cavity of the rectangular slot 1011, and a rectangular plug-in plate 1051 is slidably arranged on the bottom of the inner cavity of the rectangular fixing plate 105, and the other end of each rectangular plug-in plate 1051 is fixedly connected to the side wall of the upper wall 102 away from the rectangular fixing plate 105, and each rectangular fixing plate 105 and rectangular plug-in plate 1051 are sealed on the injection slot 1012. In this setting, the installation position and connection relationship of the rectangular fixing plate 105 and the rectangular plug-in plate 1051 are determined.

[0029] like Figures 1 to 5 As shown, further, the two opposite side walls of each upper wall 102 are respectively fixedly mounted with a first fixing rod 1052 and a second fixing rod 1053, each of the first fixing rod 1052 and the second fixing rod 1053 is respectively provided with a connecting slot 1054, each connecting slot 1054 is respectively matched with the through slot 1022, and one end of each first fixing rod 1052 and the second fixing rod 1053 away from the upper wall 102 is respectively mounted on the rectangular fixing plate 105 and the rectangular plug-in plate 1051. In this configuration, the installation positions and components of the first fixing rod 1051 and the second fixing rod 1053 are determined.

[0030] Embodiment 3: The present invention also discloses a method for constructing a reinforced concrete prefabricated house, which comprises the following steps: Step 1: First, the staff installs the upper wall 102 on the rectangular notch 1011 opened on the floor 101, and then presses the upper wall 102 to move the mobile unit 200 until the plug-in notch 1023 opened on the upper wall 102 and the clamping plate 2017 set in the clamping assembly of the mobile unit 200 are aligned with each other. At this time, the clamping plate 2017 can be inserted into the upper wall 102 with the assistance of the first return spring 2016, so that the upper wall 102 and the guide slider 2011 in the rectangular notch 1023 are connected. Therefore, the staff can adjust the distance between the upper walls 102 by pushing the upper wall 102; Step 2: When the distance between the upper wall 102 is adjusted, the staff inserts the installation steel bar 1041 into the steel crystal plug-in slot 3011 opened on the floor 101. When the steel bar 1041 is inserted, the steel bar will squeeze the inclined surface on the second movable plate 2015, so that the second movable plate 2015 moves vertically downward. When the second movable plate 2015 moves vertically downward, it can drive the latch 3023 to move vertically downward, so that the latch 3023 can be inserted into the latch hole 3024, thereby positioning the upper wall 102; Step 3: When the upper wall 102 is positioned, the staff can inject glue between the floor 101, the lower wall 103 and the upper wall 102 through the glue injection slots 1012.

[0031] The implementation principle of a reinforced concrete prefabricated integrally cast house structure and a construction method thereof of the present invention is as follows: First, the staff installs the upper wall 102 on the rectangular notch 1011 opened on the floor 101. At this time, by pressing the upper wall 102, the release plate 2017 can be horizontally moved with the assistance of the first slide groove 2013, the first slider 2014 and the first moving plate 2015, until the plug-in notch 1023 opened on the upper wall 102 and the snap-on plate 2017 are aligned with each other. At this time, the snap-on plate 2017 can be inserted into the upper wall 102 with the assistance of the first return spring 2016, so that the upper wall 102 and the guide slider 2011 in the rectangular notch 1023 are connected. Therefore, the staff can adjust the distance between the upper walls 102 by pushing the upper wall 102; When the distance between the upper wall 102 is adjusted, the staff inserts the installation steel bar 1041 into the steel crystal insertion slot 3011 opened on the floor 101. When the steel bar 1041 is inserted, the steel bar will squeeze the inclined surface on the second movable plate 2015, so that the second movable plate 2015 can move vertically downward with the assistance of the second slide groove 3013 and the second slider 3014 in the second sliding mechanism and the second movable plate 3015. When the second movable plate 2015 moves vertically downward, it will be able to The two fixing plates 302 are driven to move vertically downward. When the two fixing plates 302 move vertically downward, the connecting plate 3021 can be driven to move vertically downward. Since the side wall of the connecting plate 3021 is fixedly installed with a mounting plate 3022, the mounting plate 3022 can be moved vertically downward. Meanwhile, since the bottom of the mounting plate 3022 is fixedly installed with a latch 3023, the latch 3023 can be moved vertically downward so that the latch 3023 can be inserted into the latch hole 3024, thereby positioning the upper wall 102. When the upper wall 102 is positioned, the staff can inject glue between the floor 101 , the lower wall 103 and the upper wall 102 through the glue injection slots 1012 .

Claims

1. A reinforced concrete prefabricated cast-in-place house structure, characterized in that: It comprises an installation unit (100), a moving unit (200) and a positioning unit (300): The installation unit (100) comprises a floor slab (101), a rectangular notch (1011) is provided above the floor slab (101), a glue injection notch (1012) is provided at the bottom of the inner cavity of the rectangular notch (1011), three glue injection discharge ports (106) are provided on the glue injection notch (1012) and are arranged at equal intervals, three upper walls (102) are provided above the floor slab (101), a glue injection feed port (1021) is movably penetrated through the inner cavity of the upper wall (102), and through notches (1022) are provided on opposite side walls of the upper wall (102), and the floor slab (101) is provided with a plurality of holes (1021) on the inner cavity of the upper wall (102), and the upper wall (102) is provided with a plurality of holes (1022) on the inner cavity of the upper wall (102). Three lower walls (103) are fixedly installed at the bottom and are arranged in an equidistant manner. The three lower walls (103) are provided with installation slots (1031) on their tops. The three installation slots (1031) are respectively aligned with the injection openings (106). The three upper walls (102) are provided with clamping slots (1023) on opposite side walls. The bottom of the inner cavity of each through slot (1022) is provided with a latch hole (3024). Each of the latch holes (3024) is symmetrical with each other. A plurality of fastening steel bars (104) are arranged in an equidistant manner between the floor slabs (101). The mobile unit comprises two guide slots (201), the two guide slots (201) are respectively arranged on two opposite side walls of the inner cavity of the rectangular slot (1011), the inner cavities of the two guide slots (201) are slidably mounted with three guide sliders (211) which are arranged at equal intervals, each of the guide sliders (211) is symmetrical with each other, and each of the guide sliders (211) is provided with a placement slot (212) on one side wall which is opposite to each other, and a clamping assembly is arranged in the inner cavity of each placement slot (212), and the clamping assembly is used for clamping with the upper wall (102); The positioning unit (300) comprises a plurality of connecting plates (3021), each of the connecting plates (3021) being symmetrical with each other, each of the connecting plates (3021) having a latch (3023) fixedly mounted on the bottom of each of the connecting plates (3021), each of the latches (3023) being symmetrical with each other, and each of the latches (3023) being respectively fitted with a latch hole (3024).

2. A reinforced concrete prefabricated integrally cast house structure according to claim 1, characterized in that: The clamping assembly comprises a plurality of first slide grooves (2013), each of the first slide grooves (2013) being respectively arranged on two opposite side walls of the inner cavity of the placement slot (2012), each of the first slide grooves (2013) being symmetrical with each other, a first slider (2014) being slidably mounted in the inner cavity of each of the first slide grooves (2013), each of the first sliders (2014) being symmetrical with each other, and a first movable plate (2015) being fixedly connected to one opposite side wall of each of the first sliders (2014).

3. A reinforced concrete prefabricated integrally cast house structure according to claim 2, characterized in that: One end of each of the first movable plates (2015) is fixedly connected to a first return spring (2016), and the other end of each of the first return springs (2016) is fixedly connected to the bottom of the inner cavity of the placement slot (2012).

4. The reinforced concrete prefabricated integrally cast house structure according to claim 2, characterized in that: Each of the first movable plates (2015) is fixedly connected to a clamping plate (2017) at one end away from the first return spring (2016); each of the clamping plates (2017) is respectively fitted with a clamping slot (1023); and each of the clamping plates (2017) is provided with an inclined surface on a side wall close to the clamping slot (1023).

5. The reinforced concrete prefabricated integrally cast house structure according to claim 1, characterized in that: The inner cavity of each of the glue injection and discharge ports (106) is provided with a rectangular tube (301), and each of the rectangular tubes (301) is symmetrical with each other. A steel bar insertion slot (3011) is provided between each of the rectangular tubes (301) and the floor slab (101), and an installation steel bar (1041) is inserted into the inner cavity of the steel bar insertion slot (3011). Positioning blocks (3012) are fixedly installed on two opposite side walls of each of the rectangular tubes (301), and each of the positioning blocks (3012) is fixedly installed in the inner cavity of the glue injection and discharge ports (106) between two of them.

6. The reinforced concrete prefabricated integrally cast house structure according to claim 5, characterized in that: The inner cavity of each rectangular tube (301) is provided with a second sliding mechanism, the second sliding mechanism comprises two second slide grooves (3013), the two second slide grooves (3013) are respectively opened on two opposite side walls of the inner cavity of the rectangular tube (301), the inner cavity of each second slide groove (3013) is slidably mounted with a second sliding block (3014), each of the second sliding blocks (3014) are symmetrical with each other, each of the second sliding blocks (3014) is fixedly connected with a second movable plate (3015), and each of the second movable plates (3015) is provided with an inclined surface on the top.

7. The reinforced concrete prefabricated integrally cast house structure according to claim 6, characterized in that: A second return spring (3016) is fixedly mounted on the bottom of each second movable plate (3015), and the other end of the second return spring (3016) is fixedly connected to the bottom of the inner cavity of the rectangular tube (301), and one end of each second movable plate (3015) away from the second return spring (3016) is fixedly connected to two mutually symmetrical fixed plates (302), and a connecting plate (3021) is fixedly connected to the upper opposite side wall of each of the fixed plates (302), and the two ends of the connecting plate (3021) are fixedly connected to the mounting plates (3022).

8. The reinforced concrete prefabricated integrally cast house structure according to claim 1, characterized in that: A rectangular fixing plate (105) is fixedly connected to one side wall of each upper wall (102); each rectangular fixing plate (105) slides on the bottom of the inner cavity of the rectangular slot (1011); a rectangular plug-in plate (1051) is slidably arranged on the bottom of the inner cavity of the rectangular fixing plate (105); the other end of each rectangular plug-in plate (1051) is fixedly connected to the side wall of the upper wall (102) away from the rectangular fixing plate (105); each rectangular fixing plate (105) and the rectangular plug-in plate (1051) are sealed on the glue injection slot (1012).

9. The reinforced concrete prefabricated integrally cast house structure according to claim 1, characterized in that: A first fixing rod (1052) and a second fixing rod (1053) are respectively fixedly mounted on two opposite side walls of each upper wall (102); a connecting slot (1054) is respectively provided in each of the first fixing rod (1052) and the second fixing rod (1053); each of the connecting slots (1054) is respectively fitted with the through slot (1022); and one end of each of the first fixing rod (1052) and the second fixing rod (1053) away from the upper wall (102) is respectively mounted on a rectangular fixing plate (105) and a rectangular plug plate (1051).

10. A method for constructing a reinforced concrete prefabricated house, characterized in that: The method for constructing a reinforced concrete prefabricated house structure according to any one of claims 1 to 9 comprises the following steps: Step 1: First, the staff installs the upper wall (102) on the rectangular notch (1011) opened on the floor (101), and then presses the upper wall (102) to move the movable unit (200) until the plug-in notch (1023) opened on the upper wall (102) and the clamping plate (217) provided in the clamping assembly of the movable unit (200) are aligned with each other. At this time, the clamping plate (217) can be inserted into the upper wall (102) with the assistance of the first return spring (216), so that the upper wall (102) and the guide slider (211) in the rectangular notch (1023) are connected, so that the staff can adjust the distance between the upper walls (102) by pushing the upper wall (102); Step 2: When the distance between the upper wall (102) is adjusted, the staff inserts the installation steel bar (1041) into the steel crystal plug-in slot (3011) opened at the floor slab (101). When the steel bar (1041) is inserted, the steel bar will squeeze the inclined surface on the second movable plate (2015), so that the second movable plate (2015) moves vertically downward. When the second movable plate (2015) moves vertically downward, it can drive the latch (3023) to move vertically downward, so that the latch (3023) can be inserted into the latch hole (3024), thereby positioning the upper wall (102); Step 3: When the upper wall (102) is positioned, the staff can inject glue between the floor slab (101), the lower wall (103) and the upper wall (102) through the glue injection slot (1012).

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