A ribbed composite wall panel structure

Abstract

The present invention provides a multi-ribbed composite wall panel structure. The multi-ribbed composite frame wall panel structure is a longitudinal multi-ribbed composite wall panel, which includes an integrally formed first upper concrete frame beam, a first lower concrete frame beam, a first concrete frame column, and a multi-ribbed thermal insulation concrete wall panel. The first upper concrete frame beam of the longitudinal multi-ribbed composite frame wall panel is rigidly connected to the first concrete frame column; the first lower concrete frame beam is rigidly connected to the first concrete frame column; the first upper concrete frame beam extends out of the first concrete frame column to form an upper cantilever end, and the first lower concrete frame beam extends out of the first concrete frame column to form a lower cantilever end; a first H-shaped steel is embedded in the upper cantilever end, and a second H-shaped steel is embedded in the lower cantilever end. The present invention uses a multi-ribbed composite wall panel structure to assemble a concrete house to replace a movable panel house, improves the stiffness of the house, enhances the performance of the house, and improves the living experience of workers at the construction site.

Description

Technical Field

[0001] The present invention relates to the technical field of building construction, and particularly relates to a multi-ribbed composite wall panel structure. Background Art

[0002] On construction sites, mobile homes are usually built for on-site workers to live and use. However, the existing mobile homes on construction sites are basically simple houses surrounded by thin steel. Workers feel hot in summer and difficult to keep warm in winter when living in them. Moreover, the existing mobile homes have poor stiffness, posing safety risks. The living environment of mobile homes is poor, the installation process is cumbersome, the reuse rate is low, and the quality of the houses is poor.

[0003] Therefore, aiming at the defects of mobile homes in the prior art, there is a need for a multi-ribbed composite wall panel structure that can be quickly assembled and disassembled repeatedly, while improving the stiffness of the house and the living quality. Summary of the Invention

[0004] An object of the present invention is to provide a multi-ribbed composite wall panel structure. The multi-ribbed composite frame wall panel structure is a longitudinal multi-ribbed composite wall panel, including an integrally formed first upper concrete frame beam, a first lower concrete frame beam, a first concrete frame column, and a multi-ribbed thermal insulation concrete wall panel.

[0005] The first upper concrete frame beam of the longitudinal multi-ribbed composite frame wall panel is rigidly connected to the first concrete frame column; the first lower concrete frame beam is rigidly connected to the first concrete frame column.

[0006] The first upper concrete frame beam extends out of the first concrete frame column to form an upper cantilever end, and the first lower concrete frame beam extends out of the first concrete frame column to form a lower cantilever end; a first H-shaped steel is embedded in the upper cantilever end, and a second H-shaped steel is embedded in the lower cantilever end.

[0007] Preferably, the web plane of the first H-shaped steel is parallel to the longitudinal multi-ribbed composite frame wall panel, and the flange of the first H-shaped steel is embedded in the concrete of the upper cantilever end; the web plane of the second H-shaped steel is parallel to the longitudinal multi-ribbed composite frame wall panel, and the flange of the second H-shaped steel is embedded in the concrete of the lower cantilever end.

[0008] A first construction hole is reserved at the position where the first H-shaped steel is embedded in the upper cantilever end. The height of the first construction hole is the same as the web height of the first H-shaped steel, and a first bolt hole is opened in the middle of the web of the first H-shaped steel.

[0009] A second construction hole is reserved at the position where the second H-shaped steel is embedded in the lower cantilever end. The height of the second construction hole is the same as the web height of the second H-shaped steel, and a second bolt hole is opened in the middle of the web of the second H-shaped steel.

[0010] Preferably, the ribbed thermal insulation concrete wall panel comprises two layers of concrete panels, with connecting ribs arranged longitudinally and transversely between the two layers of concrete panels, a lightweight thermal insulation material being filled in a composite manner between the connecting ribs, a steel mesh or a mesh cloth being arranged in the concrete panels, and the thickness of the concrete panels being not more than 50 mm.

[0011] Another aspect of the present invention lies in providing a ribbed composite wall panel structure. The ribbed composite frame wall panel structure is a transverse ribbed composite wall panel, and the transverse ribbed composite frame wall panel comprises an integrally formed second upper concrete frame beam, a second lower concrete frame beam, a second concrete frame column, and a ribbed thermal insulation concrete wall panel;

[0012] The second upper concrete frame beam of the transverse ribbed composite frame wall panel is rigidly connected to the second concrete frame column; the second lower concrete frame beam is rigidly connected to the second concrete frame column;

[0013] A first bolt sleeve is embedded at the connection between the second upper concrete frame beam and the second concrete frame column, and the first bolt sleeve is perpendicular to the transverse ribbed composite frame wall panel; a second bolt sleeve is embedded at the top of the second upper concrete frame beam, and the second bolt sleeve is within the width range of the second concrete frame column, and the second bolt sleeve is parallel to the transverse ribbed composite frame wall panel;

[0014] The part of the second concrete frame column protruding from the second lower concrete frame beam forms a protruding part, and a third H-shaped steel is embedded in the protruding part.

[0015] Preferably, the web plane of the third H-shaped steel is parallel to the transverse ribbed composite frame wall panel, and the flanges of the third H-shaped steel are embedded in the concrete of the protruding part;

[0016] A third construction hole is reserved at the position where the third H-shaped steel is embedded in the protruding part, and the width of the third construction hole is the same as the web width of the third H-shaped steel; a flat steel is welded to the bottom of the third H-shaped steel, and third bolt holes are reserved on the flat steel.

[0017] Preferably, a third bolt sleeve is welded to the flange of the third H-shaped steel, and the third bolt sleeve and the third H-shaped steel are embedded in the concrete of the protruding part together.

[0018] Preferably, the ribbed thermal insulation concrete wall panel comprises two layers of concrete panels, with connecting ribs arranged longitudinally and transversely between the two layers of concrete panels, a lightweight thermal insulation material being filled in a composite manner between the connecting ribs, a steel mesh or a mesh cloth being arranged in the concrete panels, and the thickness of the concrete panels being not more than 50 mm.

[0019] The invention provides a structure of a multi-ribbed composite wall panel. By using the structure of the multi-ribbed composite wall panel to assemble a concrete house to replace a movable panel house, it can achieve rapid assembly and repeated disassembly and use, while improving the stiffness of the house, enhancing the performance of the house, improving the living quality, and improving the living experience of the workers at the construction site.

[0020] It should be understood that the foregoing general description and the following detailed description are both exemplary and explanatory and should not be construed as limiting the content claimed by the present invention. BRIEF DESCRIPTION OF THE DRAWINGS

[0021] With reference to the accompanying drawings, more objects, functions and advantages of the present invention will be clarified by the following description of the embodiments of the present invention, wherein:

[0022] Figure 1 The schematic diagram of the double-layer quickly assembled and disassembled concrete structure assembled house assembled by using the structure of the multi-ribbed composite wall panel of the present invention is schematically shown.

[0023] Figure 2 The schematic diagram of the structure of the longitudinal multi-ribbed composite frame wall panel of the present invention is shown.

[0024] Figure 3 The schematic diagram of the structure of the transverse multi-ribbed composite frame wall panel of the present invention is shown.

[0025] Figure 4 The schematic diagram of the structure of the upper cantilever end formed by the first upper concrete frame beam extending out of the first concrete frame column and the mounting member of the present invention is shown.

[0026] Figure 5 The schematic diagram of the structure of the lower cantilever end formed by the first lower concrete frame beam extending out of the first concrete frame column and the mounting member of the present invention is shown.

[0027] Figure 6 The schematic diagram of the connection end of the second upper concrete frame beam and the second concrete frame column and the mounting member of the present invention is shown.

[0028] Figure 7 The schematic diagram of the protruding part structure of the bottom of the second concrete frame column protruding from the second lower concrete frame beam and the mounting member of the present invention is shown.

[0029] Figure 8 The schematic sectional view of the transverse multi-ribbed composite frame wall panel of the present invention is shown.

[0030] Figure 9 The schematic diagram of the structure of the multi-ribbed composite floor slab is shown.

[0031] Figure 10 Shows Figure 9 The sectional schematic diagram of

[0032] Figure 11 shows Figure 1 a top-down schematic view of the installation of Node A in

[0033] Figure 12 shows Figure 11 the schematic view of 1-1 in

[0034] Figure 13 shows Figure 11 the schematic view of 2-2 in Detailed implementation manners

[0035] By referring to exemplary embodiments, the objects and functions of the present invention and the methods for achieving these objects and functions will be clarified. However, the present invention is not limited to the exemplary embodiments disclosed below; it can be implemented in different forms. The essence of the specification is merely to assist those skilled in the relevant art in comprehensively understanding the specific details of the present invention.

[0036] Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. In the drawings, the same reference numerals represent the same or similar components, or the same or similar steps.

[0037] To solve the defects existing in the existing movable panel houses, the present invention provides a quickly disassembled and assembled concrete structure assembly house. According to an embodiment of the present invention, as Figure 1 shown in the schematic view of the double-layer quickly disassembled and assembled concrete structure assembly house assembled by using the multi-ribbed composite wall panel structure of the present invention, in this embodiment, a double-layer house is taken as an example for illustration.

[0038] According to an embodiment of the present invention, a house assembled by using the multi-ribbed composite wall panel structure includes a transverse multi-ribbed composite frame wall panel 2, a longitudinal multi-ribbed composite frame wall panel 1, and a multi-ribbed composite floor slab (the multi-ribbed composite floor slab is not shown in the figure). The longitudinal multi-ribbed composite frame wall panel 1 and the transverse multi-ribbed composite frame wall panel 2 are spliced with each other to form a house enclosure. The multi-ribbed composite floor slab is supported on the transverse multi-ribbed composite frame wall panel 2 to form a one-story house, and two-story houses are stacked to form a two-story house.

[0039] As Figure 2 shown in the structural schematic view of the longitudinal multi-ribbed composite frame wall panel of the present invention, the longitudinal multi-ribbed composite frame wall panel 1 includes an integrally formed first upper-side concrete frame beam 101, a first lower-side concrete frame beam 102, a first concrete frame column 103, and a multi-ribbed heat-insulating concrete wall panel.

[0040] The first upper-side concrete frame beam 101 extends out of the first concrete frame column 103 to form an upper-side cantilever end 104, and the first lower-side concrete frame beam 102 extends out of the first concrete frame column 103 to form a lower-side cantilever end 106.

[0041] The first upper concrete frame beam 101 of the longitudinal multi-ribbed composite frame wall panel 1 is rigidly connected to the first concrete frame column 103; the first lower concrete frame beam 102 is rigidly connected to the first concrete frame column 103. For example, the rigid connection is achieved by integral molding.

[0042] A first construction hole 105 is opened at the upper cantilever end 104, and a second construction hole 107 is opened at the lower cantilever end 106 to facilitate the construction during the assembly of the wall panel.

[0043] Such as Figure 4 The schematic diagram of the structure of the upper cantilever end formed by the first upper concrete frame beam extending out of the first concrete frame column and the installation parts of the present invention, Figure 5 The schematic diagram of the structure of the lower cantilever end formed by the first lower concrete frame beam extending out of the first concrete frame column and the installation parts of the present invention. The first H-shaped steel 110 is embedded at the upper cantilever end, and the second H-shaped steel 113 is embedded at the lower cantilever end. The web plane of the first H-shaped steel 110 is parallel to the longitudinal multi-ribbed composite frame wall panel 1, and the flange of the first H-shaped steel 110 is embedded in the concrete of the upper cantilever end 104.

[0044] At the position where the first H-shaped steel 110 is embedded at the upper cantilever end 104, a first construction hole 105 is reserved. The height of the first construction hole 105 is the same as the web height of the first H-shaped steel 110, and a first bolt hole 1101 is opened in the middle of the web of the first H-shaped steel 110.

[0045] The upper cantilever end 104 further includes double connecting angle steels, which are the first connecting angle steel 108 and the second connecting angle steel 109. A first angle steel connecting hole 1081 is opened on one connecting side of the first connecting angle steel 108, and a second angle steel connecting hole 1082 is opened on the other connecting side.

[0046] A third angle steel connecting hole 1091 is opened on one connecting side of the second connecting angle steel 109, and a fourth angle steel connecting hole (not shown in the figure) is opened on the other connecting side. After the bolts pass through the second angle steel connecting hole 1082, the first bolt hole 1011, and the fourth angle steel connecting hole, the double connecting angle steels are fixed on both sides of the web of the first H-shaped steel 110.

[0047] When the longitudinal multi-ribbed composite frame wall panel 1 and the transverse multi-ribbed composite frame wall panel 2 are assembled, the double connecting angle steels are used for assembly, and the construction is carried out through the first construction hole during construction.

[0048] The web plane of the second H-shaped steel 113 is parallel to the longitudinal multi-ribbed composite frame wall panel 1, and the flange of the second H-shaped steel 113 is embedded in the concrete of the lower cantilever end 106.

[0049] A second construction hole 107 is reserved at the position where the second H-shaped steel 113 is embedded in the lower cantilever end 106. The height of the second construction hole 107 is the same as the web height of the second H-shaped steel 113, and a second bolt hole 1131 is opened in the middle of the web of the second H-shaped steel 113.

[0050] The lower cantilever end 106 further includes double connecting angle steels, which are the third connecting angle steel 111 and the fourth connecting angle steel 112. A fifth angle steel connecting hole 1111 is opened on one connecting side of the third connecting angle steel 111, and a sixth angle steel connecting hole 1112 is opened on the other connecting side.

[0051] A seventh angle steel connecting hole 1121 is opened on one connecting side of the fourth connecting angle steel 112, and an eighth angle steel connecting hole (not shown in the figure) is opened on the other connecting side. After bolts pass through the sixth angle steel connecting hole 1112, the second bolt hole 1131, and the eighth angle steel connecting hole, the double connecting angle steels are fixed on both sides of the web of the second H-shaped steel 113.

[0052] When the longitudinal ribbed composite frame wall panel 1 and the transverse ribbed composite frame wall panel 2 are assembled, double connecting angle steels are used for assembly, and construction is carried out through the first construction hole during construction.

[0053] As Figure 3 shown in the structural schematic diagram of the transverse ribbed composite frame wall panel of the present invention, the transverse ribbed composite frame wall panel 2 includes an integrally formed second upper concrete frame beam 201, a second lower concrete frame beam 202, a second concrete frame column 203, and a ribbed insulation concrete wall panel 207.

[0054] At the connection end 204 between the second upper concrete frame beam and the second concrete frame column, a bolt sleeve is embedded (detailed in the following text). The part where the bottom of the second concrete frame column 203 protrudes from the second lower concrete frame beam 202 forms a protruding part 205, and a third construction hole 206 is opened in the protruding part 205.

[0055] As Figure 6 shown in the schematic diagram of the connection end between the second upper concrete frame beam and the second concrete frame column of the present invention and the installation member, Figure 7 shown in the schematic diagram of the structure of the protruding part where the bottom of the second concrete frame column protrudes from the second lower concrete frame beam and the installation member. According to the embodiment of the present invention, the second upper concrete frame beam 201 of the transverse ribbed composite frame wall panel 2 is rigidly connected to the second concrete frame column 203; the second lower concrete frame beam 202 is rigidly connected to the second concrete frame column 203. For example, the rigid connection can be achieved by an integrally formed method.

[0056] A first bolt sleeve 208 is embedded at the connection between the second upper concrete frame beam 201 and the second concrete frame column 103. In the embodiment, the first bolt sleeve 208 is embedded in four holes 2041 at the connection end 204 between the second upper concrete frame beam and the second concrete frame column, and the first bolt sleeve 208 is perpendicular to the transverse ribbed composite frame wall panel 2.

[0057] A second bolt sleeve 209 is embedded at the top of the second upper concrete frame beam 201. In the embodiment, the second bolt sleeve 209 is embedded in two holes 2042 at the top of the second upper concrete frame beam 201. The second bolt sleeve 209 is within the width range of the second concrete frame column 203, and the second bolt sleeve 209 is parallel to the transverse ribbed composite frame wall panel 2.

[0058] The part of the second concrete frame column 203 protruding from the second lower concrete frame beam 202 forms a protruding part 205, and a third H-shaped steel 211 is embedded in the protruding part.

[0059] The web plane of the third H-shaped steel 211 is parallel to the transverse ribbed composite frame wall panel 2, and the flanges of the third H-shaped steel 211 are embedded in the concrete of the protruding part 205.

[0060] A third construction hole 206 is reserved at the position where the third H-shaped steel 211 is embedded in the protruding part 205. The width of the third construction hole 206 is the same as the web height of the third H-shaped steel 211; a flat steel 212 is welded to the bottom of the third H-shaped steel 211, and third bolt holes 2121 are reserved on the flat steel.

[0061] A third bolt sleeve 210 is welded to the flange of the third H-shaped steel 211. The third bolt sleeve 210 is perpendicular to the web of the third H-shaped steel 211 and is embedded in the concrete of the protruding part 205 together with the third H-shaped steel 211. In the embodiment, the third bolt sleeve 210 is embedded in two holes 2051 of the protruding part 205.

[0062] As Figure 8 shown in the schematic cross-sectional view of the transverse ribbed composite frame wall panel of the present invention, Figure 9 shown in the schematic structural view of the ribbed composite floor slab, Figure 10 shows Figure 9 the cross-sectional schematic view.

[0063] As Figure 8 shown, within the area enclosed by the second upper concrete frame beam 201, the second lower concrete frame beam 202, and the second concrete frame column 203 integrally formed by the transverse ribbed composite frame wall panel 2, a ribbed thermal insulation concrete wall panel 207 is arranged.

[0064] The ribbed thermal insulation concrete wall panel 207 includes two layers of second concrete panels (not shown in the figure). Second connecting ribs 2072 are arranged longitudinally and transversely between the two layers of second concrete panels, and lightweight thermal insulation materials 2071 are filled in a composite manner between the second connecting ribs 2072. A steel mesh or a mesh cloth is arranged in the second concrete panel, and the thickness of the second concrete panel is not greater than 50 mm.

[0065] As Figure 9 and Figure 10 shown, the ribbed composite floor slab 3 includes two layers of first concrete panels (not shown in the figure). First connecting ribs 302 are arranged longitudinally and transversely between the two layers of first concrete panels, and lightweight thermal insulation materials 301 are filled in a composite manner between the first connecting ribs 302. A steel mesh or a mesh cloth is arranged in the first concrete panel, and the thickness of the first concrete panel is not greater than 50 m.

[0066] The assembly method of a quickly disassembled and assembled concrete structure assembly house provided by the present invention will be described below. In the embodiment, the assembly process of node A in Figure 1 is taken as an example, and the assembly methods of other nodes are the same and will not be described again.

[0067] As Figure 11 shown Figure 1 is the top view schematic diagram of the installation of node A in Figure 12 shown Figure 11 is the schematic diagram of 1-1 in Figure 13 shown Figure 11 is the schematic diagram of 2-2 in

[0068] An assembly method of a quickly disassembled and assembled concrete structure assembly house includes:

[0069] Step 1, single-story house assembly:

[0070] The longitudinal ribbed composite frame wall panel 1 and the transverse ribbed composite frame wall panel 2 are spliced with each other to form a house enclosure.

[0071] The ribbed composite floor slab is supported on the second upper concrete frame beam 201 of the transverse ribbed composite frame wall panel 2, and is fixed to the second upper concrete frame beam 201 of the transverse ribbed composite frame wall panel by using angle steel and bolts at the bottom of the ribbed composite floor slab.

[0072] Step 2, repeat Step 1 to assemble multiple single-story houses, stack the multiple houses into a multi-story house, and fix the second concrete frame column of the transverse ribbed composite frame wall panel of the lower house to the protruding part of the transverse ribbed composite frame wall panel of the upper house.

[0073] In the above assembly process, it includes:

[0074] (1) Assemble the upper-side nodes of the longitudinal multi-ribbed composite frame wall panel 1 and the transverse multi-ribbed composite frame wall panel 2. The upper-side cantilever end of the longitudinal multi-ribbed composite frame wall panel is fixed to the connecting end of the second upper-side concrete frame beam and the second concrete frame column of the transverse multi-ribbed composite frame wall panel.

[0075] Construct through the first construction hole 105. The first H-shaped steel 110 embedded at the upper-side cantilever end 104 of the first upper-side concrete frame beam 101 of the longitudinal multi-ribbed composite frame wall panel 1 fixes the first connecting angle steel 108 and the second connecting angle steel 109.

[0076] Fix the longitudinal multi-ribbed composite frame wall panel 1 and the transverse multi-ribbed composite frame wall panel 2 by bolts passing through the first angle-steel connecting hole 1081 of the first connecting angle steel 108 and the first bolt sleeve 208 embedded in the transverse multi-ribbed composite frame wall panel 1, and bolts passing through the third angle-steel connecting hole 1091 of the second connecting angle steel 109 and the first bolt sleeve 208 embedded in the transverse multi-ribbed composite frame wall panel 1.

[0077] (2) Assemble the lower-side nodes of the longitudinal multi-ribbed composite frame wall panel 1 and the transverse multi-ribbed composite frame wall panel 2. The lower-side cantilever end of the longitudinal multi-ribbed composite frame wall panel is fixed to the protruding part of the transverse multi-ribbed composite frame wall panel.

[0078] Construct through the second construction hole 107. The second H-shaped steel 113 embedded at the lower-side cantilever end 106 of the first lower-side concrete frame beam 102 of the longitudinal multi-ribbed composite frame wall panel 1 fixes the third connecting angle steel 111 and the fourth connecting angle steel 112.

[0079] Fix the longitudinal multi-ribbed composite frame wall panel 1 and the transverse multi-ribbed composite frame wall panel 2 by bolts passing through the fifth angle-steel connecting hole 1111 of the third connecting angle steel 111 and the third bolt sleeve 210 embedded in the transverse multi-ribbed composite frame wall panel 1, and bolts passing through the seventh angle-steel connecting hole 1121 of the fourth connecting angle steel 112 and the third bolt sleeve 210 embedded in the transverse multi-ribbed composite frame wall panel 1.

[0080] (3) Support the multi-ribbed composite floor on the second upper-layer concrete frame beam 201 of the transverse multi-ribbed composite frame wall panel 2, and fix the multi-ribbed composite floor to the second upper-layer concrete frame beam 201 of the transverse multi-ribbed composite frame wall panel at the bottom of the multi-ribbed composite floor by using angle steel and bolts.

[0081] (4) Assemble the second concrete frame column 203 of the upper-layer transverse multi-ribbed composite frame wall panel 2 and the second concrete frame column 203' of the lower-layer transverse multi-ribbed composite frame wall panel 2. The second concrete frame column of the transverse multi-ribbed composite frame wall panel of the lower-story building is fixed to the protruding part of the transverse multi-ribbed composite frame wall panel of the upper-story building.

[0082] Construction is carried out through the third construction hole 206. Bolts pass through the third bolt holes 2121 reserved on the flat steel 212 of the upper second concrete frame column 203, and are fixed to the second bolt sleeves 209 welded to the lower second concrete frame column 203' and the third H-shaped steel 211, so as to fix the upper horizontal ribbed composite frame wall panel and the lower horizontal ribbed composite frame wall panel.

[0083] After assembly, the ribbed composite floor slab 3 is supported in the gap between the second upper concrete frame beam 201' of the lower horizontal ribbed composite frame wall panel 2 and the second lower concrete frame beam 202 of the upper horizontal ribbed composite frame wall panel 2.

[0084] A ribbed composite wall panel structure provided by the present invention uses a ribbed composite wall panel structure to assemble a concrete house to replace a movable board house. It can achieve rapid assembly and repeated disassembly and use, while improving the stiffness of the house, enhancing the performance of the house, improving the living quality, and improving the living experience of the workers at the construction site.

[0085] Combined with the description and practice of the present invention disclosed herein, other embodiments of the present invention will be readily apparent and understandable to those skilled in the art. The description and embodiments are only considered to be exemplary, and the true scope and spirit of the present invention are defined by the claims.

Claims

1. A multi-ribbed composite wall panel structure, characterized in that, the multi-ribbed composite wall panel structure includes a longitudinal multi-ribbed composite wall panel, which includes an integrally formed first upper concrete frame beam, a first lower concrete frame beam, a first concrete frame column, and a multi-ribbed thermal insulation concrete wall panel; The first upper concrete frame beam of the longitudinal multi-ribbed composite frame wall panel is rigidly connected to the first concrete frame column; the first lower concrete frame beam is rigidly connected to the first concrete frame column; The first upper concrete frame beam extends out of the first concrete frame column to form an upper cantilever end, and the first lower concrete frame beam extends out of the first concrete frame column to form a lower cantilever end; a first H-shaped steel is embedded in the upper cantilever end, and a second H-shaped steel is embedded in the lower cantilever end; The multi-ribbed composite wall panel structure further includes a transverse multi-ribbed composite wall panel, which includes an integrally formed second upper concrete frame beam, a second lower concrete frame beam, a second concrete frame column, and a multi-ribbed thermal insulation concrete wall panel; The second upper concrete frame beam of the transverse multi-ribbed composite frame wall panel is rigidly connected to the second concrete frame column; the second lower concrete frame beam is rigidly connected to the second concrete frame column; A first bolt sleeve is embedded at the connection between the second upper concrete frame beam and the second concrete frame column, and the first bolt sleeve is perpendicular to the transverse multi-ribbed composite frame wall panel; a second bolt sleeve is embedded at the top of the second upper concrete frame beam, and the second bolt sleeve is within the width range of the second concrete frame column, and the second bolt sleeve is parallel to the transverse multi-ribbed composite frame wall panel; The part where the bottom of the second concrete frame column protrudes from the second lower concrete frame beam forms a protruding part, and a third H-shaped steel is embedded in the protruding part.

2. The multi-ribbed composite wall panel structure according to claim 1, characterized in that, The web plane of the first H-shaped steel is parallel to the longitudinal multi-ribbed composite frame wall panel, and the flange of the first H-shaped steel is embedded in the concrete of the upper cantilever end; the web plane of the second H-shaped steel is parallel to the longitudinal multi-ribbed composite frame wall panel, and the flange of the second H-shaped steel is embedded in the concrete of the lower cantilever end; A first construction hole is reserved at the position where the first H-shaped steel is embedded in the upper cantilever end, the height of the first construction hole is the same as the web height of the first H-shaped steel, and a first bolt hole is opened in the middle of the web of the first H-shaped steel; the upper cantilever end further includes a first connecting angle steel and a second connecting angle steel, a first angle steel connecting hole is opened on one connecting side of the first connecting angle steel, and a second angle steel connecting hole is opened on the other connecting side; a third angle steel connecting hole is opened on one connecting side of the second connecting angle steel, and a fourth angle steel connecting hole is opened on the other connecting side; A second construction hole is reserved at the position where the second H-shaped steel is pre-embedded at the lower side cantilever end. The height of the second construction hole is the same as the web height of the second H-shaped steel, and a second bolt hole is opened in the middle of the web of the second H-shaped steel. The lower side cantilever end further includes a third connecting angle steel and a fourth connecting angle steel. A fifth angle steel connection hole is opened on one connecting side of the third connecting angle steel, and a sixth angle steel connection hole is opened on the other connecting side. A seventh angle steel connection hole is opened on one connecting side of the fourth connecting angle steel, and an eighth angle steel connection hole is opened on the other connecting side.

3. The multi-ribbed composite wall panel structure according to claim 1, characterized in that the multi-ribbed thermal insulation concrete wall panel includes two layers of concrete panels, connecting ribs are arranged longitudinally and transversely between the two layers of concrete panels, a lightweight thermal insulation material is filled in a composite manner between the connecting ribs, a steel mesh or a mesh cloth is arranged in the concrete panel, and the thickness of the concrete panel is not greater than 50 mm.

4. The multi-ribbed composite wall panel structure according to claim 1, characterized in that the web plane of the third H-shaped steel is parallel to the transverse multi-ribbed composite frame wall panel, and the flange of the third H-shaped steel is pre-embedded in the concrete of the protrusion; a third construction hole is reserved at the position where the third H-shaped steel is pre-embedded in the protrusion. The width of the third construction hole is the same as the web height of the third H-shaped steel. A flat steel is welded at the bottom of the third H-shaped steel, and a third bolt hole is reserved on the flat steel.

5. The multi-ribbed composite wall panel structure according to claim 1, characterized in that a third bolt sleeve is welded on the flange of the third H-shaped steel. The third bolt sleeve is perpendicular to the web of the third H-shaped steel and is pre-embedded in the concrete of the protrusion together with the third H-shaped steel.

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