A prefabricated monolithic reinforced concrete house structure and its construction method

Abstract

The application relates to the technical field of reinforced concrete and discloses a reinforced concrete prefabricated whole-pouring house structure and a construction method thereof, which comprises an installation unit, a moving unit and a positioning unit; the installation unit comprises a floor slab, a rectangular slot is formed above the floor slab, a glue injection slot is formed in the bottom of the inner cavity of the rectangular slot, three glue injection discharge ports are formed on the glue injection slot in equidistant distribution, and three upper wall bodies are arranged above the floor slab. According to the application, the upper wall body is pressed, so that the moving unit moves until the plug-in slot formed on the upper wall body and the clamping plate arranged in the clamping assembly of the moving unit are aligned with each other; at this time, the clamping plate can be inserted into the upper wall body under the assistance of the first reset spring, so that the upper wall body and the guide sliding block in the rectangular slot are connected; therefore, the staff can adjust the distance between two upper wall bodies by pushing the upper wall body, and the positioning unit is used for positioning the upper wall body.

Description

TECHNICAL FIELD

[0001] The present application belongs to the technical field of reinforced concrete, in particular, relates to a reinforced concrete prefabricated whole-pour house structure and a construction method thereof. BACKGROUND

[0002] The house construction structure is generally a structural system composed of columns, beams and slabs. The columns, beams and slabs can be constructed by prefabricated whole pouring or cast-in-place. With the continuous increase in raw material prices and the substantial rise in labor costs, the cast-in-place construction process has the problems of being heavy, consuming a lot of materials, consuming a large amount of wood formwork, and requiring a large amount of labor. Therefore, the prefabricated whole-pour construction method is now widely used.

[0003] The existing reinforced concrete prefabricated whole-pour house structure generally includes wall panels and floor slabs erected on the wall panels. After the erection is completed, concrete is poured at the positions where the floor slabs and the wall panels are erected, so that the floor slabs and the wall panels are relatively fixed.

[0004] However, the spacing between the wall panels is fixed when the wall panels are installed on the floor slabs. However, when the wall panels are installed, there may be slight errors, which require workers to lift the wall panels and reinstall them. This is a troublesome process.

[0005] Therefore, the present application is proposed. SUMMARY

[0006] To solve the above technical problems, the basic idea of the technical solution of the present application is as follows:

[0007] A reinforced concrete prefabricated whole-pour house structure, comprising an installation unit, a moving unit and a positioning unit: the installation unit comprises a floor slab, a rectangular slot is formed in the upper portion of the floor slab, a glue injection slot is formed in the bottom of the inner cavity of the rectangular slot, three glue injection outlets are evenly distributed and arranged on the glue injection slot, three upper wall bodies are arranged on the upper portion of the floor slab, a glue injection inlet is movably penetrated into the inner cavity of the upper wall body, a through slot is formed in the opposite two side walls of the upper wall body, three lower wall bodies are fixedly installed on the bottom of the floor slab and are evenly distributed, an installation slot is formed in the upper portion of each lower wall body, the installation slot is aligned with the glue injection outlet, a clamping slot is formed in the opposite two side walls of each upper wall body, a latch hole is formed in the bottom of each through slot, the latch holes are symmetrically arranged, and a plurality of fastening steel bars are arranged between the floor slabs.

[0008] The mobile unit includes two guide sliding grooves, two opposite side walls of the rectangular slot inner cavity, three equidistantly distributed guide sliding blocks slidingly installed in the inner cavities of the two guide sliding grooves, each pair of the guide sliding blocks being mutually symmetrical, each side wall of each pair of the guide sliding blocks being provided with a placing slot, and each placing slot being provided with a clamping assembly for clamping with the wall body.

[0009] The positioning unit includes a plurality of connecting plates, each pair of the connecting plates being mutually symmetrical, each pair of the connecting plates being fixedly installed with a latch at the bottom, each pair of the latches being mutually symmetrical, and each latch being matched with a latch hole.

[0010] As a preferred embodiment of the present application, the clamping assembly includes a plurality of first sliding grooves, each first sliding groove being provided in the inner cavity of the placing slot, each pair of the first sliding grooves being mutually symmetrical, each first sliding groove being slidingly installed with a first sliding block in the inner cavity, each pair of the first sliding blocks being mutually symmetrical, and each first sliding block being fixedly connected with a first moving plate on the side wall opposite to each other.

[0011] As a preferred embodiment of the present application, one end of each first moving plate is fixedly connected with a first return spring, and the other end of each first return spring is fixedly connected to the bottom of the inner cavity of the placing slot.

[0012] As a preferred embodiment of the present application, each first moving plate is fixedly connected with a clamping plate at the end away from the first return spring, each clamping plate is matched with a clamping slot, and each clamping plate is provided with an inclined surface on the side wall close to the clamping slot.

[0013] As a preferred embodiment of the present application, each glue injection lower discharge port is provided with a rectangular cylinder, each pair of the rectangular cylinders is mutually symmetrical, a steel bar insertion slot is provided between each rectangular cylinder and the floor, an installation steel bar is inserted into the inner cavity of the steel bar insertion slot, each rectangular cylinder is fixedly installed with a positioning block on the opposite side wall, and each positioning block is fixedly installed in the inner cavity of the glue injection lower discharge port.

[0014] As a preferred embodiment of the present application, each rectangular cylinder is provided with a second sliding mechanism, the second sliding mechanism includes two second sliding grooves, two opposite side walls of the rectangular cylinder inner cavity, a second sliding block slidingly installed in the inner cavity of each second sliding groove, each pair of the second sliding blocks being mutually symmetrical, a second moving plate fixedly connected between each pair of the second sliding blocks, and an inclined surface provided above each second moving plate.

[0015] As a preferred embodiment of the present application, the second reset spring is fixedly installed at the bottom of each second moving plate, and the other end of the second reset spring is fixedly connected to the bottom of the rectangular inner cavity of the cylinder. Each second moving plate is fixedly connected to two symmetrically arranged fixed plates at the end away from the second reset spring. The upper side walls between each two fixed plates are fixedly connected to a connecting plate, and the two ends of the connecting plate are fixedly connected to a mounting plate.

[0016] As a preferred embodiment of the present application, the upper wall body is fixedly connected to a rectangular fixed plate at each side wall. The rectangular fixed plate is slidably arranged at the bottom of the rectangular slot. A rectangular insertion plate is slidably arranged at the bottom of the inner cavity of the rectangular fixed plate. The other end of each rectangular insertion plate is fixedly connected to the side wall of the upper wall body away from the rectangular fixed plate. Each rectangular fixed plate and rectangular insertion plate is sealingly arranged at the glue injection slot.

[0017] As a preferred embodiment of the present application, the upper wall body is fixedly connected to a rectangular fixed plate at each side wall. The rectangular fixed plate is slidably arranged at the bottom of the rectangular slot. A rectangular insertion plate is slidably arranged at the bottom of the inner cavity of the rectangular fixed plate. The other end of each rectangular insertion plate is fixedly connected to the side wall of the upper wall body away from the rectangular fixed plate. Each rectangular fixed plate and rectangular insertion plate is sealingly arranged at the glue injection slot.

[0018] A construction method of a reinforced concrete prefabricated whole-pour house is provided, and the steps are as follows.

[0019] Step one: first, the staff installs the upper wall body on the rectangular slot formed on the floor. At this time, the moving unit is moved by pressing the upper wall body. When the clamping slot formed on the upper wall body is aligned with the clamping plate arranged in the clamping assembly of the moving unit, the clamping plate can be inserted into the upper wall body under the assistance of the first reset spring, so that the upper wall body is connected with the guide sliding block in the clamping slot. Therefore, the staff can adjust the distance between the two upper wall bodies by pushing the upper wall body.

[0020] Step two: when the distance between the upper wall bodies is adjusted, the staff inserts the reinforcing steel bars into the reinforcing steel bar insertion slot formed on the floor. When the reinforcing steel bars are inserted, the reinforcing steel bars will press the inclined surface of the second moving plate, so that the second moving plate moves vertically downward. When the second moving plate moves vertically downward, the bolt will move vertically downward, so that the bolt is inserted into the bolt hole, thereby positioning the upper wall body.

[0021] Step three: when the upper wall body is positioned, the staff can inject glue between the floor, the lower wall body and the upper wall body through the glue injection slot.

[0022] Compared with the prior art, the present application has the following beneficial effects:

[0023] According to the present application, the moving unit can be moved by pressing the upper wall body, until the insertion slot formed in the upper wall body and the clamping plate arranged in the clamping assembly of the moving unit are aligned with each other, at which time the clamping plate can be inserted into the upper wall body under the assistance of the first reset spring, so as to connect the upper wall body and the guide sliding block in the rectangular slot, and thus the distance between two upper wall bodies can be adjusted by pushing the upper wall body, and the upper wall body can be positioned by the positioning unit.

[0024] The specific embodiments of the present application will be further described in detail below with reference to the accompanying drawings. BRIEF DESCRIPTION OF DRAWINGS

[0025] In the drawings:

[0026] Figure 1 It is a schematic diagram of the three-dimensional structure of a prefabricated reinforced concrete whole-pour house structure and a construction method thereof;

[0027] Figure 2 It is a schematic diagram of the side view structure of a prefabricated reinforced concrete whole-pour house structure and a construction method thereof;

[0028] Figure 3 It is a schematic diagram of the bottom view structure of a prefabricated reinforced concrete whole-pour house structure and a construction method thereof;

[0029] Figure 4 It is a schematic diagram of the sectional structure of the upper wall body of a prefabricated reinforced concrete whole-pour house structure and a construction method thereof;

[0030] Figure 5 It is a schematic diagram of the sectional structure of the floor of a prefabricated reinforced concrete whole-pour house structure and a construction method thereof;

[0031] Figure 6 It is a schematic diagram of the inner cavity structure of the glue injection outlet of a prefabricated reinforced concrete whole-pour house structure and a construction method thereof;

[0032] Figure 7 It is a schematic diagram of the sectional structure of the rectangular cylinder of a prefabricated reinforced concrete whole-pour house structure and a construction method thereof;

[0033] Figure 8 It is a schematic diagram of the inner cavity structure of the guide sliding block of a prefabricated reinforced concrete whole-pour house structure and a construction method thereof.

[0034] In the drawings:

[0035] 100, mounting unit; 101, floor; 1011, rectangular notch; 1012, glue injection notch; 102, upper wall body; 1021, glue injection inlet; 1022, through notch; 1023, clamping notch; 103, lower wall body; 1031, mounting notch; 104, fastening steel bar; 1041, mounting steel bar; 105, rectangular fixing plate; 1051, rectangular insertion plate; 1052, first fixing rod; 1053, second fixing rod; 1054, communication notch; 106, glue injection outlet;

[0036] 200, moving unit; 201, guide sliding groove; 2011, guide sliding block; 2012, placing notch; 2013, first sliding groove; 2014, first sliding block; 2015, first moving plate; 2016, first reset spring; 2017, clamping plate;

[0037] 300, positioning unit; 301, rectangular cylinder; 3011, steel bar insertion notch; 3012, positioning block; 3013, second sliding groove; 3014, second sliding block; 3015, second moving plate; 3016, second reset spring; 302, fixing plate; 3021, connecting plate; 3022, mounting plate; 3023, bolt; 3024, bolt hole. DETAILED DESCRIPTION

[0038] In order to make the purpose, technical scheme and advantages of the embodiments of the present application clearer, the technical scheme in the embodiments will be described clearly and completely below with reference to the drawings in the embodiments of the present application, and the following embodiments are used to illustrate the present application.

[0039] Embodiment 1:

[0040] As Figures 1 to 8As shown, a prefabricated reinforced concrete whole pouring house structure, including installation unit 100, mobile unit 200 and positioning unit 300: installation unit 100 includes floor 101, rectangular notch 1011 is opened above floor 101, glue injection notch 1012 is opened at the bottom of the inner cavity of rectangular notch 1011, three glue injection discharge ports 106 are opened at the glue injection notch 1012, three upper wall bodies 102 are arranged above the floor 101, the glue injection feed port 1021 is movably penetrated in the inner cavity of the upper wall body 102, the through notches 1022 are opened on the opposite two side walls of the upper wall body 102, three lower wall bodies 103 are fixedly installed on the floor 101, three installation notches 1031 are opened above the three lower wall bodies 103, three installation notches 1031 are respectively aligned with glue injection discharge ports 106, three upper wall bodies 102 are respectively arranged on the opposite two side walls, each through notch 1022 is provided with a bolt hole 3024, each bolt hole 3024 is symmetrical with each other, and a plurality of fastening steel bars 104 are arranged between the floor 101; the mobile unit includes two guide sliding grooves 201, the two guide sliding grooves 201 are respectively arranged on the opposite two side walls of the inner cavity of the rectangular notch 1011, three guide sliding blocks 2011 are movably installed in the inner cavity of the two guide sliding grooves 201, each guide sliding block 2011 is symmetrical with each other, each guide sliding block 2011 is provided with a placing groove 2012 on the opposite two side walls, each placing groove 2012 is provided with a clamping assembly, and the clamping assembly is used for clamping the upper wall body 102; the positioning unit 300 includes a plurality of connecting plates 3021, each connecting plate 3021 is symmetrical with each other, each connecting plate 3021 is fixedly installed with a bolt 3023 at the bottom, each bolt 3023 is symmetrical with each other, and each bolt 3023 is matched with the bolt hole 3024. By pressing the upper wall body 102, the mobile unit 200 can be moved until the clamping groove 1023 opened in the upper wall body 102 and the clamping plate 2017 arranged in the clamping assembly of the mobile unit 200 are aligned, at this time, the clamping plate 2017 can be inserted into the upper wall body 102 under the assistance of the first reset spring 2016, so that the upper wall body 102 and the guide sliding block 2011 in the clamping groove 1023 are connected, so that the staff can adjust the distance between the two upper wall bodies 102 by pushing the upper wall body 102, and then position the upper wall body 102 by the positioning unit 300.

[0041] As Figures 1 to 5 and Figure 8As shown in the specific embodiment, the clamping assembly includes a plurality of first sliding grooves 2013, each first sliding groove 2013 is respectively formed in the opposite side walls of the inner cavity of the placement slot 2012, each first sliding groove 2013 is mutually symmetrical, each first sliding groove 2013 is slidably installed with a first sliding block 2014 in the inner cavity, each first sliding block 2014 is mutually symmetrical, and each first sliding block 2014 is fixedly connected with a first moving plate 2015 on the opposite side wall. In this arrangement, the installation position and components of the clamping assembly are determined.

[0042] As shown in the specific embodiment, Figure 8 Further, one end of each first moving plate 2015 is fixedly connected with a first reset spring 2016, and the other end of each first reset spring 2016 is fixedly connected to the bottom of the inner cavity of the placement slot 2012. In this arrangement, the installation position of the first reset spring 2016 is determined, and the first moving plate 2015 can be reset.

[0043] As shown in the specific embodiment, Figure 8 Further, each first moving plate 2015 is fixedly connected with a clamping plate 2017 away from the first reset spring 2016, each clamping plate 2017 is matched with the clamping slot 1023, and each clamping plate 2017 is provided with a bevel on the side wall close to the clamping slot 1023. In this arrangement, the clamping plate 2017 can be inserted into the clamping slot 1023, so that the distance between the two wall bodies 102 can be adjusted by pushing the wall body 102.

[0044] Example 2:

[0045] Based on example 1 and this embodiment, the difference is that: Figures 4 to 7 As shown in the specific embodiment, a reinforced concrete prefabricated whole pouring house structure is provided, each glue injection outlet 106 is provided with a rectangular cylinder 301, each rectangular cylinder 301 is mutually symmetrical, each rectangular cylinder 301 and the floor 101 are provided with a steel bar insertion slot 3011, and the steel bar insertion slot 3011 is inserted with an installation steel bar 1041, each rectangular cylinder 301 is fixedly installed with a positioning block 3012 on the opposite side walls, and each positioning block 3012 is fixedly installed in the inner cavity of the glue injection outlet 106. In this arrangement, the installation position and components of the rectangular cylinder 301 are determined.

[0046] As shown in the specific embodiment, Figure 7As shown in the specific embodiment, the inner cavity of each rectangular cylinder 301 is provided with a second sliding mechanism, which comprises two second sliding grooves 3013 respectively formed in the opposite two side walls of the inner cavity of the rectangular cylinder 301, and a second sliding block 3014 slidingly installed in the inner cavity of each second sliding groove 3013. Each second sliding block 3014 is symmetrically arranged with respect to each other, and a second moving plate 3015 is fixedly connected between each second sliding block 3014. An inclined surface is arranged above each second moving plate 3015. In this arrangement, the installation position of the second sliding mechanism and the installation position and shape of the second moving plate 3015 are determined.

[0047] As shown in the specific embodiment, Figures 4 to 7 Further, a second reset spring 3016 is fixedly installed at the bottom of each second moving plate 3015, and the other end of the second reset spring 3016 is fixedly connected to the bottom of the inner cavity of the rectangular cylinder 301. Two symmetrically arranged fixed plates 302 are fixedly connected to the end of each second moving plate 3015 away from the second reset spring 3016. A connecting plate 3021 is fixedly connected to the opposite side wall above each fixed plate 302, and a mounting plate 3022 is fixedly connected to the two ends of the connecting plate 3021. In this arrangement, the installation position and components of the connecting plate 3021 and the mounting plate 3022 are determined, and the connecting plate 3021 and the mounting plate 3022 can be vertically moved.

[0048] As shown in the specific embodiment, Figures 1 to 5 Further, a rectangular fixed plate 105 is fixedly connected to each side wall of the upper wall body 102, and each rectangular fixed plate 105 is slidingly arranged in the inner cavity of the rectangular slot 1011. A rectangular insertion plate 1051 is slidingly arranged in the inner cavity of the rectangular fixed plate 105, and the other end of each rectangular insertion plate 1051 is fixedly connected to the side wall of the upper wall body 102 away from the rectangular fixed plate 105. Each rectangular fixed plate 105 and rectangular insertion plate 1051 is sealingly arranged in the glue injection slot 1012. In this arrangement, the installation position and connection relationship of the rectangular fixed plate 105 and the rectangular insertion plate 1051 are determined.

[0049] As shown in the specific embodiment, Figures 1 to 5 Further, a first fixed rod 1052 and a second fixed rod 1053 are fixedly installed on the opposite two side walls of each upper wall body 102. A communication slot 1054 is formed in each first fixed rod 1052 and second fixed rod 1053. Each communication slot 1054 is in engagement with the through slot 1022. The end of each first fixed rod 1052 and second fixed rod 1053 away from the upper wall body 102 is installed on the rectangular fixed plate 105 and rectangular insertion plate 1051. In this arrangement, the installation position and components of the first fixed rod 1052 and the second fixed rod 1053 are determined.

[0050] Embodiment 3:

[0051] The application further discloses a construction method of the prefabricated monolithic reinforced concrete house.

[0052] Step one: first, the staff installs the upper wall body 102 on the rectangular slot 1011 formed on the floor 101, at this time, the moving unit 200 can be moved by pressing the upper wall body 102, until the clamping slot 1023 formed on the upper wall body 102 and the clamping plate 2017 arranged in the clamping assembly of the moving unit 200 are aligned with each other, at this time, the clamping plate 2017 can be inserted into the upper wall body 102 under the assistance of the first reset spring 2016, so that the upper wall body 102 and the guide sliding block 2011 in the clamping slot 1023 are connected, and therefore the staff can adjust the distance between two upper wall bodies 102 by pushing the upper wall body 102;

[0053] Step two: when the distance between the upper wall bodies 102 is adjusted, the staff inserts the installation reinforcing steel bars 1041 from the reinforcing steel bar insertion slot 3011 formed on the floor 101, when the installation reinforcing steel bars 1041 are inserted, the reinforcing steel bars can extrude the inclined surface on the second moving plate 3015, so that the second moving plate 3015 moves vertically downward, when the second moving plate 3015 moves vertically downward, the bolt 3023 can be moved vertically downward, so that the bolt 3023 is inserted into the bolt hole 3024, thereby positioning the upper wall body 102;

[0054] Step three: when the upper wall body 102 is positioned, the staff can inject glue between the floor 101, the lower wall body 103 and the upper wall body 102 through the glue injection slot 1012.

[0055] The implementation principle of the prefabricated monolithic reinforced concrete house structure and the construction method thereof is as follows:

[0056] First, the staff installs the upper wall body 102 on the rectangular slot 1011 formed on the floor 101, at this time, the clamping plate 2017 can be moved horizontally under the assistance of the first sliding groove 2013, the first sliding block 2014 and the first moving plate 2015 by pressing the upper wall body 102, until the clamping slot 1023 formed on the upper wall body 102 and the clamping plate 2017 are aligned with each other, at this time, the clamping plate 2017 can be inserted into the upper wall body 102 under the assistance of the first reset spring 2016, so that the upper wall body 102 and the guide sliding block 2011 in the clamping slot 1023 are connected, and therefore the staff can adjust the distance between two upper wall bodies 102 by pushing the upper wall body 102;

[0057] When the distance between the upper wall body 102 is adjusted, the staff inserts the installation steel bar 1041 from the steel bar insertion slot 3011 opened on the floor 101. When the installation steel bar 1041 is inserted, the steel bar will press the inclined surface on the second moving plate 3015, so that the second moving plate 3015 can move vertically downward in the second sliding groove 3013, the second sliding block 3014 and the auxiliary of the second moving plate 3015. When the second moving plate 3015 moves vertically downward, it can drive the two fixed plates 302 to move vertically downward. When the two fixed plates 302 move vertically downward, they can drive the connecting plate 3021 to move vertically downward. Because the connecting plate 3021 is fixedly installed with the installation plate 3022 on the side wall, the installation plate 3022 can move vertically downward. Because the installation plate 3022 is fixedly installed with the bolt 3023 on the bottom, the bolt 3023 can move vertically downward, so that the bolt 3023 can be inserted into the bolt hole 3024, thereby positioning the upper wall body 102.

[0058] When the upper wall body 102 is positioned, the staff can inject glue between the floor 101, the lower wall body 103 and the upper wall body 102 through the glue injection slot 1012.

Claims

1. A precast monolithic reinforced concrete housing structure, characterized in that, It include installation unit (100), mobile unit (200) and positioning unit (300): The installation unit (100) includes a floor (101), a rectangular notch (1011) is formed above the floor (101), a glue injection notch (1012) is formed in the bottom of the inner cavity of the rectangular notch (1011), three glue injection discharge ports (106) are formed on the glue injection notch (1012), three upper walls (102) are arranged above the floor (101), a glue injection feed port (1021) is movably penetrated in the inner cavity of the upper wall (102), through notches (1022) are formed in the opposite side walls of the upper wall (102), three lower walls (103) are fixedly installed on the bottom of the floor (101), installation notches (1031) are formed above the three lower walls (103), the three installation notches (1031) are respectively aligned with the glue injection discharge ports (106), the opposite side walls of the three upper walls (102) are provided with clamping notches (1023), the inner cavity of each through notch (1022) is provided with a latch hole (3024), and the latch holes (3024) are symmetrically arranged. The mobile unit includes two guide sliding grooves (201), the two guide sliding grooves (201) are respectively formed in the opposite side walls of the inner cavity of the rectangular notch (1011), three guide sliding blocks (2011) are slidably installed in the inner cavities of the two guide sliding grooves (201), the guide sliding blocks (2011) are symmetrically arranged, the opposite side walls of each guide sliding block (2011) are provided with a placing notch (2012), and the placing notches (2012) are provided with clamping assemblies. The positioning unit (300) includes a plurality of connecting plates (3021), the connecting plates (3021) are symmetrically arranged, the connecting plates (3021) are fixedly installed with latches (3023) at the bottoms thereof, the latches (3023) are symmetrically arranged, and the latches (3023) are respectively matched with the latch holes (3024).

2. A precast monolithic reinforced concrete building structure according to claim 1, characterized in that The clamping assembly includes a plurality of first sliding grooves (2013), the first sliding grooves (2013) are respectively formed in the opposite side walls of the inner cavities of the placing notches (2012), the first sliding grooves (2013) are symmetrically arranged, first sliding blocks (2014) are slidably installed in the inner cavities of the first sliding grooves (2013), the first sliding blocks (2014) are symmetrically arranged, and the first sliding blocks (2014) are fixedly connected with first moving plates (2015).

3. A precast monolithic reinforced concrete building structure according to claim 2, wherein One end of each first moving plate (2015) is fixedly connected with a first reset spring (2016), and the other end of each first reset spring (2016) is fixedly connected in the inner cavity bottom of the placing notch (2012).

4. A precast monolithic reinforced concrete building structure according to claim 2, wherein One end of each first moving plate (2015) is fixedly connected with a first reset spring (2016), and the other end of each first reset spring (2016) is fixedly connected in the inner cavity bottom of the placing notch (2012).

5. A precast monolithic reinforced concrete building structure as claimed in claim 1, wherein The inner cavity of each glue injection discharge port (106) is provided with a rectangular cylinder (301), and the rectangular cylinders (301) are mutually symmetrical.

6. A precast monolithic reinforced concrete building structure according to claim 5, wherein The inner cavity of each rectangular cylinder (301) is provided with a second sliding mechanism, the second sliding mechanism comprises two second sliding grooves (3013), and the two second sliding grooves (3013) are arranged in the opposite side walls of the inner cavity of the rectangular cylinder (301).

7. A precast monolithic reinforced concrete building structure according to claim 6, c h a r a c t e r i z e d in that The bottom of each second moving plate (3015) is fixedly provided with a second reset spring (3016), and the other end of the second reset spring (3016) is fixedly connected to the inner cavity bottom of the rectangular cylinder (301).

8. A precast monolithic reinforced concrete building structure as claimed in claim 1 wherein, One side wall of each wall body (102) is fixedly connected with a rectangular fixed plate (105), each rectangular fixed plate (105) is slidably arranged in the inner cavity bottom of the rectangular groove (1011), and the inner cavity bottom of the rectangular fixed plate (105) is slidably provided with a rectangular insertion plate (1051).

9. A precast monolithic reinforced concrete building structure according to claim 1, wherein The opposite two side walls of each of the upper wall bodies (102) are respectively fixedly provided with a first fixed rod (1052) and a second fixed rod (1053), the first fixed rod (1052) and the second fixed rod (1053) are respectively provided with a communication notch (1054), the communication notch (1054) is matched with the through notch (1022), and the first fixed rod (1052) and the second fixed rod (1053) are respectively installed on the rectangular fixed plate (105) and the rectangular insertion plate (1051).

10. A method of constructing a precast monolithic reinforced concrete building, characterized by, The application is applied to the reinforced concrete prefabricated whole-pour house structure and the reinforced concrete prefabricated whole-pour house construction method. Step one: first, the staff installs the upper wall body (102) on the rectangular notch (1011) of the floor (101), at this time, the moving unit (200) is moved by pressing the upper wall body (102), until the clamping notch (1023) of the upper wall body (102) is aligned with the clamping plate (2017) in the clamping assembly of the moving unit (200), at this time, the clamping plate (2017) is inserted into the upper wall body (102) under the assistance of the first reset spring (2016), so that the upper wall body (102) and the guide sliding block (2011) in the clamping notch (1023) are connected, and the staff can adjust the distance between the two upper wall bodies (102) by pushing the upper wall body (102); Step two: when the distance between the upper wall bodies (102) is adjusted, the staff inserts the installed reinforcing steel bars (1041) into the reinforcing steel bar insertion notch (3011) of the floor (101), when the reinforcing steel bars (1041) are inserted, the reinforcing steel bars will press the inclined surface of the second moving plate (3015), so that the second moving plate (3015) moves vertically downward, when the second moving plate (3015) moves vertically downward, the bolt (3023) moves vertically downward, so that the bolt (3023) is inserted into the bolt hole (3024), thereby positioning the upper wall body (102); Step three: when the upper wall body (102) is positioned, the staff can inject glue between the floor (101), the lower wall body (103) and the upper wall body (102) through the glue injection notch (1012).

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