CN214144134U - Multi-ribbed composite wall sheet structure - Google Patents
Multi-ribbed composite wall sheet structure Download PDFInfo
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- CN214144134U CN214144134U CN202022736173.3U CN202022736173U CN214144134U CN 214144134 U CN214144134 U CN 214144134U CN 202022736173 U CN202022736173 U CN 202022736173U CN 214144134 U CN214144134 U CN 214144134U
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Abstract
The utility model provides a multi-ribbed composite wall sheet structure, which is a longitudinal multi-ribbed composite wall sheet and comprises a first upper concrete frame beam, a first lower concrete frame beam, a first concrete frame column and a multi-ribbed heat-insulating concrete wallboard, wherein the first upper concrete frame beam, the first lower concrete frame beam, the first concrete frame column and the multi-ribbed heat-insulating concrete wallboard are integrally formed; a first upper side concrete frame beam of the longitudinal multi-ribbed composite frame wall sheet is rigidly connected with a first concrete frame column; the first lower side concrete frame beam is rigidly connected with the first concrete frame column; the first upper concrete frame beam extends out of the first concrete frame column to form an upper overhanging end, and the first lower concrete frame beam extends out of the first concrete frame column to form a lower overhanging end; the upper side is encorbelmented the pre-buried first H shaped steel of end, the downside is encorbelmented the pre-buried second H shaped steel of end. The utility model discloses a close rib composite wall piece structure equipment concrete house replaces the portable house, improves house rigidity, promotes the house performance, makes the construction site workman experience improvement of living.
Description
Technical Field
The utility model relates to a construction technical field, in particular to close rib composite wall piece structure.
Background
The construction site usually builds a movable board room for the living and living of workers on the site. However, the existing movable board houses on construction sites are basically simple houses surrounded by thin steel, workers live hot in summer, and live in winter, so that the houses are difficult to keep out cold. Moreover, the existing movable board house has the disadvantages of poor rigidity, safety risk, poor living environment of the movable board house, complex installation process, low reuse rate and poor house quality.
Therefore, aiming at the defects of the movable board house in the prior art, a multi-ribbed composite wall sheet structure which can be rapidly assembled and repeatedly disassembled for use, and can improve the rigidity of the house and improve the living quality is needed.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a close rib composite wall sheet structure, close rib composite frame wall sheet structure is vertical close rib composite wall sheet, including integrated into one piece's first upside concrete frame roof beam, first downside concrete frame roof beam, first concrete frame post to and close rib heat preservation concrete wallboard;
a first upper side concrete frame beam of the longitudinal multi-ribbed composite frame wall sheet is rigidly connected with a first concrete frame column; the first lower side concrete frame beam is rigidly connected with the first concrete frame column;
the first upper concrete frame beam extends out of the first concrete frame column to form an upper overhanging end, and the first lower concrete frame beam extends out of the first concrete frame column to form a lower overhanging end; the upper side is encorbelmented the pre-buried first H shaped steel of end, the downside is encorbelmented the pre-buried second H shaped steel of end.
Preferably, the web plate plane of the first H-shaped steel is parallel to the longitudinal multi-ribbed composite frame wall sheet, and the flange of the first H-shaped steel is embedded in the concrete at the upper overhanging end; the web plate plane of the second H-shaped steel is parallel to the longitudinal multi-ribbed composite frame wall sheet, and the flange of the second H-shaped steel is embedded in the concrete at the lower overhanging end;
a first construction hole is reserved at the position where the first H-shaped steel is pre-embedded at the upper overhanging end, the height of the first construction hole is the same as that of a web plate of the first H-shaped steel, and a first bolt hole is formed in the middle of the web plate of the first H-shaped steel;
a second construction hole is reserved in the position of the lower side overhanging end embedded second H-shaped steel, 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 formed in the middle of the web of the second H-shaped steel.
Preferably, the multi-ribbed heat-insulating concrete wallboard comprises two layers of concrete panels, connecting ribs are longitudinally and transversely arranged between the two layers of concrete panels, light heat-insulating materials are filled between the connecting ribs in a composite mode, reinforcing mesh sheets or mesh cloth are arranged in the concrete panels, and the thickness of the concrete panels is not more than 50 mm.
Another aspect of the present invention is to provide a multi-ribbed composite wall sheet structure, which is a transverse multi-ribbed composite wall sheet, and the transverse multi-ribbed composite wall sheet includes a second upper concrete frame beam, a second lower concrete frame beam, a second concrete frame column, and a multi-ribbed heat-insulating concrete wall panel, which are integrally formed;
a second upper side concrete frame beam of the transverse multi-ribbed composite frame wall sheet is rigidly connected with a second concrete frame column; the second lower concrete frame beam is rigidly connected with the second concrete frame column;
a first bolt sleeve is embedded at the joint of the second upper side concrete frame beam and the second concrete frame column, and the first bolt sleeve is perpendicular to the transverse multi-ribbed composite frame wall sheet; a second bolt sleeve is embedded in the top of the second upper concrete frame beam, is located in the width range of a second concrete frame column and is parallel to the transverse ribbed composite frame wall sheet;
the bottom of the second concrete frame column protrudes out of the part of the second lower side concrete frame beam to form a protruding part, and third H-shaped steel is embedded in the protruding part.
Preferably, the plane of the web plate of the third H-beam is parallel to the transverse ribbed composite frame wall sheet, and the flange of the third H-beam is embedded in the concrete of the protruding part;
a third construction hole is reserved at the position where third H-shaped steel is pre-embedded in the protruding part, and the width of the third construction hole is the same as that of a web plate of the third H-shaped steel; and flat plate steel is welded at the bottom of the third H-shaped steel, and a third bolt hole is reserved in the flat plate steel.
Preferably, a third bolt sleeve is welded to a flange of the third H-beam, and the third bolt sleeve and the third H-beam are embedded in the concrete of the protruding portion together.
Preferably, the multi-ribbed heat-insulating concrete wallboard comprises two layers of concrete panels, connecting ribs are longitudinally and transversely arranged between the two layers of concrete panels, light heat-insulating materials are filled between the connecting ribs in a composite mode, reinforcing mesh sheets or mesh cloth are arranged in the concrete panels, and the thickness of the concrete panels is not more than 50 mm.
The utility model provides a pair of close rib composite wall piece structure adopts close rib composite wall piece structure equipment house instead activity board house in the house that thoughtlessly congeals, when can realizing fast assembly, repeated dismantlement and use, improves house rigidity, promotes the house performance, improves the quality of living, makes the construction site workman live in and experience the improvement.
It is to be understood that both the foregoing general description and the following detailed description are exemplary and explanatory and are not restrictive of the invention, as claimed.
Drawings
Further objects, functions and advantages of the present invention will become apparent from the following description of embodiments of the present invention, with reference to the accompanying drawings, in which:
fig. 1 schematically shows the utility model discloses utilize the concrete structure assembled building of double-deck quick assembly disassembly's of close rib composite wall piece structure assembly schematic diagram.
Fig. 2 shows the structural schematic diagram of the longitudinal multi-ribbed composite frame wall sheet of the present invention.
Fig. 3 shows the structure of the transverse ribbed composite frame wall sheet of the present invention.
Figure 4 shows the utility model discloses a first upside concrete frame roof beam stretches out the structure of the upside end of encorbelmenting that first concrete frame post formed and the drawing of installed part.
Figure 5 shows the utility model discloses a first downside concrete frame roof beam stretches out the structure of the downside end of encorbelmenting that first concrete frame post formed and the drawing of installed part.
Figure 6 shows a schematic view of the second upside concrete frame beam and second concrete frame column connection end and mounting piece of the present invention.
Figure 7 shows a schematic view of the protruding portion structure and the mounting member of the second concrete frame column bottom protruding second underside concrete frame beam of the present invention.
Fig. 8 shows a schematic cross-sectional view of the transverse ribbed composite frame wall sheet of the present invention.
Fig. 9 shows a schematic structural view of a multi-ribbed composite floor slab.
Fig. 10 shows a cross-sectional schematic view of fig. 9.
Fig. 11 shows a schematic top view of the installation of node a in fig. 1.
Fig. 12 shows a schematic view 1-1 in fig. 11.
Fig. 13 shows the 2-2 schematic of fig. 11.
Detailed Description
The objects and functions of the present invention and methods for accomplishing the same will be apparent by reference to the exemplary embodiments. However, the present invention is not limited to the exemplary embodiments disclosed below; it can be implemented in different forms. The nature of the description is merely to assist those skilled in the relevant art in a comprehensive understanding of the specific details of the invention.
Hereinafter, embodiments of the present invention will be described with reference to the accompanying drawings. In the drawings, the same reference numerals denote the same or similar parts, or the same or similar steps.
In order to solve the defect that current portable house exists, the utility model provides a quick assembly disassembly's concrete structure equipment room. According to the utility model discloses an embodiment, as shown in FIG. 1 the utility model discloses utilize the concrete structure equipment room's of the double-deck quick assembly disassembly's of close rib composite wall piece structure assembly schematic diagram, the exemplary double-deck house that uses in this embodiment is the example.
According to the utility model discloses an embodiment utilizes house of close rib composite wall piece structure assembly, including horizontal close rib composite frame wall piece 2, vertical close rib composite frame wall piece 1 to and close rib composite floor (the close rib composite floor that is not shown in the figure). The longitudinal multi-ribbed composite frame wall piece 1 and the transverse multi-ribbed composite frame wall piece 2 are spliced with each other to form a house enclosing wall. The multi-ribbed composite floor slab is supported on the transverse multi-ribbed composite frame wall sheet 2 to form a one-layer house, and the two-layer house is stacked into a two-layer house.
As shown in fig. 2 the utility model discloses the structural schematic of vertical close rib composite frame wall piece, vertical close rib composite frame wall piece 1 include integrated into one piece's first upside concrete frame roof beam 101, first downside concrete frame roof beam 102, first concrete frame post 103 to and close rib heat preservation concrete wallboard.
The first upper concrete frame beam 101 extends beyond the first concrete frame column 103 to form an upper cantilevered end 104 and the first lower concrete frame beam 102 extends beyond the first concrete frame column 103 to form a lower cantilevered end 106.
A first upper side concrete frame beam 101 of the longitudinal multi-ribbed composite frame wall sheet 1 is rigidly connected with a first concrete frame column 103; the first lower concrete frame beam 102 is rigidly connected to the first concrete frame column 103. The rigid connection is realized, for example, by means of integral molding.
A first construction hole 105 is formed in the upper cantilever end 104, and a second construction hole 107 is formed in the lower cantilever end 106, so that construction during wall piece assembly is facilitated.
As shown in fig. 4 the utility model discloses first upside concrete frame roof beam stretches out the structure of the upside end of encorbelmenting that first concrete frame post formed and the schematic diagram of installed part, and fig. 5 is shown the utility model discloses first downside concrete frame roof beam stretches out the structure of the downside end of encorbelmenting that first concrete frame post formed and the schematic diagram of installed part. The upper overhang end is embedded with first H-shaped steel 110, and the lower overhang end is embedded with second H-shaped steel 113. The web plane of the first H-shaped steel 110 is parallel to the longitudinal ribbed composite frame wall sheet 1, and the flange of the first H-shaped steel 110 is embedded in the concrete of the upper cantilever end 104.
A first construction hole 105 is reserved at the position where the first H-shaped steel 110 is pre-embedded by the upper cantilever end 104, 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 formed in the middle of the web 110 of the first H-shaped steel.
The upper cantilever end 104 further comprises double connection angles, the double connection angles are a first connection angle 108 and a second connection angle 109, a first angle connection hole 1081 is formed in one connection edge of the first connection angle 108, and a second angle connection hole 1082 is formed in the other connection edge.
One connecting edge of the second connecting angle 109 is provided with a third angle steel connecting hole 1091, and the other connecting edge is provided with a fourth angle steel connecting hole (not shown in the figure). After the bolts pass through the second angle steel connecting hole 1082, the first bolt holes 1011 and the fourth angle steel connecting holes, the double-connection angle steel is fixed on two sides of the web plate of the first H-shaped steel 110.
When the longitudinal multi-ribbed composite frame wall piece 1 and the transverse multi-ribbed composite frame wall piece 2 are assembled, double-connection angle steel is adopted for assembly, and construction is carried out by applying a first construction hole during construction.
The web plane of the second H-beam 113 is parallel to the longitudinal multi-ribbed composite frame wall sheet 1, and the flange of the second H-beam 113 is embedded in the concrete of the lower overhanging end 106.
Second construction holes 107 are reserved at the positions of the embedded second H-shaped steel 113 of the lower cantilever end 106, the height of each second construction hole 107 is the same as the web height of the corresponding second H-shaped steel 113, and a second bolt hole 1131 is formed in the middle of the web 113 of the corresponding second H-shaped steel.
The lower overhanging end 106 further comprises a pair of connecting angle steels, the pair of connecting angles is higher and is a third connecting angle steel 111 and a fourth connecting angle steel 112, one connecting edge of the third connecting angle steel 111 is provided with a fifth angle steel connecting hole 1111, and the other connecting edge is provided with a sixth angle steel connecting hole 1112.
One connecting edge of the fourth connecting angle 112 is provided with a seventh angle connecting hole 1121, and the other connecting edge is provided with an eighth angle connecting hole (not shown in the figure). After bolts pass through the hexagonal steel connecting holes 1112, the second bolt holes 1131 and the eighth angle steel connecting holes, the double-connection angle steel is fixed on two sides of the web of the second H-shaped steel 113.
When the longitudinal multi-ribbed composite frame wall piece 1 and the transverse multi-ribbed composite frame wall piece 2 are assembled, double-connection angle steel is adopted for assembly, and construction is carried out by applying a first construction hole during construction.
As shown in fig. 3 the utility model discloses the structural schematic of horizontal close rib composite frame wall piece, horizontal close rib composite frame wall piece 2 include integrated into one piece's second upside concrete frame roof beam 201, second downside concrete frame roof beam 202, second concrete frame post 203 to and close rib heat preservation concrete wallboard 207.
The connecting end 204 of the second upper concrete frame beam and the second concrete frame column is embedded with a bolt sleeve (described in detail later), a part of the bottom of the second concrete frame column 203, which protrudes out of the second lower concrete frame beam 202, forms a protruding part 205, and the protruding part 205 is provided with a third construction hole 206.
As shown in fig. 6 the utility model discloses the second upside concrete frame roof beam is with the schematic diagram of the link and the installed part of second concrete frame post, and fig. 7 is shown the utility model discloses the protruding portion structure of the outstanding second downside concrete frame roof beam in second concrete frame column bottom and the schematic diagram of installed part. According to the embodiment of the utility model, the second upside concrete frame beam 201 of the transverse multi-ribbed composite frame wall sheet 2 is rigidly connected with the second concrete frame column 203; the second lower concrete frame beam 202 is rigidly connected to the second concrete frame column 203. The rigid connection can be realized, for example, by means of integral molding.
In the embodiment, the first bolt sleeves 208 are embedded in the four holes 2041 of the connecting end 204 of the second upper concrete frame beam and the second concrete frame column, and the first bolt sleeves 208 are perpendicular to the transverse ribbed composite frame wall sheet 2.
Pre-buried second bolt sleeve 209 in second upside concrete frame roof beam 201 top, in the embodiment, pre-buried in two holes 2042 at second upside concrete frame roof beam 201 top with second bolt sleeve 209, second bolt sleeve 209 is located second concrete frame post 203 width scope, and second bolt sleeve 209 is on a parallel with horizontal close rib composite frame wall piece 2.
The part of the bottom of the second concrete frame column 203 protruding out of the second lower concrete frame beam 202 forms a protrusion 205, which embeds the third H-beam 211.
The plane of the web plate of the third H-beam 211 is parallel to the transverse ribbed composite frame wall sheet 2, and the flange of the third H-beam 211 is pre-embedded in the concrete of the protruding part 205.
A third construction hole 206 is reserved at the position of the protruding part 205 where the third H-shaped steel is embedded, and the width of the third construction hole 206 is the same as the height of a web plate of the third H-shaped steel 211; the bottom of the third H-shaped steel 211 is welded with a flat steel 212, and a third bolt hole 2121 is reserved on the flat steel.
And a third bolt sleeve 210 is welded on 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 the two holes 2051 of the protrusion 205.
As shown in fig. 8, the cross-sectional view of the transverse multi-ribbed composite frame wall sheet of the present invention, the structural view of the multi-ribbed composite floor slab shown in fig. 9, and the cross-sectional view of fig. 9 are shown in fig. 10.
As shown in fig. 8, in an area surrounded by the second upper concrete frame beam 201, the second lower concrete frame beam 202, and the second concrete frame column 203, which are integrally formed with the transverse multi-ribbed composite frame wall sheet 2, a multi-ribbed heat-insulating concrete wall panel 207 is arranged.
The multi-ribbed insulated concrete wall panel 207 includes two second concrete panels (not shown), between which second connecting ribs 2072 are arranged in the longitudinal and transverse directions, and a lightweight insulating material 2071 is compositely filled between the second connecting ribs 2072. And a steel bar mesh or a mesh cloth is arranged in the second concrete panel, and the thickness of the second concrete panel is not more than 50 mm.
As shown in fig. 9 and 10, the multi-ribbed composite floor slab 3 includes two first concrete panels (not shown), first connecting ribs 302 arranged longitudinally and transversely between the two first concrete panels, and a lightweight thermal insulation material 301 filled between the first connecting ribs 302. And a steel bar mesh or a mesh cloth is arranged in the first concrete panel, and the thickness of the first concrete panel is not more than 50 m.
The following is to the utility model provides a quick assembly disassembly's concrete structure equipment room's assembly method explains, and the exemplary assembly process who uses the A node in fig. 1 is the example in the embodiment, and other node assembly methods are the same will not be repeated again.
Fig. 11 is a schematic top view of the installation of the node a in fig. 1, fig. 12 is a schematic view of fig. 11 from 1 to 1, and fig. 13 is a schematic view of fig. 11 from 2 to 2.
The assembling method of the quick-dismounting concrete structure assembling room comprises the following steps:
the longitudinal multi-ribbed composite frame wall sheet 1 and the transverse multi-ribbed composite frame wall sheet 2 are spliced with each other to enclose a house wall,
The multi-ribbed composite floor slab is supported on the second upper concrete frame beam 201 of the transverse multi-ribbed composite frame wall sheet 2, and the bottom of the multi-ribbed composite floor slab is fixed with the second upper concrete frame beam 201 of the transverse multi-ribbed composite frame wall sheet by adopting angle steel and bolts.
And 2, repeating the step 1, assembling a plurality of single-layer houses, stacking the plurality of houses into a multi-layer house, and fixing the second concrete frame column of the transverse multi-ribbed composite frame wall sheet of the lower-layer house with the protruding part of the transverse multi-ribbed composite frame wall sheet of the upper-layer house.
In the above-mentioned assembling process, include:
(1) and assembling the upper side nodes of the longitudinal multi-ribbed composite frame wall sheet 1 and the transverse multi-ribbed composite frame wall sheet 2. The upper side overhanging end of the longitudinal multi-ribbed composite frame wall sheet is fixed with the connecting end of a second upper side concrete frame beam of the transverse multi-ribbed composite frame wall board and a second concrete frame column.
The construction is carried out through the first construction hole 105, the first H-shaped steel 110 pre-embedded at the upper side overhanging end 104 of the first upper side concrete frame beam 101 of the longitudinal multi-ribbed composite frame wall sheet 1 is fixed by the first H-shaped steel 110, and the first connecting angle 108 and the second connecting angle 109 are fixed by the first H-shaped steel 110.
The longitudinal multi-ribbed composite frame wall piece 1 and the transverse multi-ribbed composite frame wall piece 2 are fixed through a first angle steel connecting hole 1081 penetrating through the first connecting angle steel 108 and a first bolt sleeve 208 pre-embedded in the transverse multi-ribbed composite frame wall piece 1 through bolts, and a third angle steel connecting hole 1091 penetrating through the second connecting angle steel 109 and a first bolt sleeve 208 pre-embedded in the transverse multi-ribbed composite frame wall piece 1 through bolts.
(2) And assembling lower side nodes of the longitudinal multi-ribbed composite frame wall sheet 1 and the transverse multi-ribbed composite frame wall sheet 2. And the lower side overhanging end of the longitudinal multi-ribbed composite frame wall sheet is fixed with the protruding part of the transverse multi-ribbed composite frame wall plate.
Construction is carried out through the second construction hole 107, and the second H-shaped steel 113, the second H-shaped steel tripod third connecting angle 111 and the fourth connecting angle 112 are embedded in the lower overhanging end 106 of the first lower concrete frame beam 102 of the longitudinal multi-ribbed composite frame wall sheet 1.
The longitudinal dense rib composite frame wall piece 1 and the transverse dense rib composite frame wall piece 2 are fixed through a fifth angle steel connecting hole 1111 of the third connecting angle steel 111 and a third bolt sleeve 210 pre-embedded in the transverse dense rib composite frame wall piece 1 by a bolt, a seventh angle steel connecting hole 1121 of the fourth connecting angle steel 112 and a third bolt sleeve 210 pre-embedded in the transverse dense rib composite frame wall piece 1 by a bolt.
(3) The multi-ribbed composite floor slab is supported on the second upper concrete frame beam 201 of the transverse multi-ribbed composite frame wall sheet 2, and the bottom of the multi-ribbed composite floor slab is fixed with the second upper concrete frame beam 201 of the transverse multi-ribbed composite frame wall sheet by adopting angle steel and bolts.
(4) The second concrete frame column 203 of the upper transverse ribbed composite frame wall panel 2 is assembled with the second concrete frame column 203' of the lower transverse ribbed composite frame wall panel 2. And the second concrete frame column of the transverse dense rib composite frame wall sheet of the lower-layer house is fixed with the protruding part of the transverse dense rib composite frame wall sheet of the upper-layer house.
And constructing through a third construction hole 206, and fixing the upper-layer transverse multi-ribbed composite frame wall sheet and the lower-layer transverse multi-ribbed composite frame wall sheet by penetrating a third bolt hole 2121 reserved on the flat steel 212 of the upper-layer second concrete frame column 203 and a second bolt sleeve 209 welded with the lower-layer second concrete frame column 203' and the third H-shaped steel 211 through bolts.
After the assembly is completed, the multi-ribbed composite floor slab 3 is supported in the gap between the second upper concrete frame beam 201' of the lower transverse multi-ribbed composite frame wall piece 2 and the second lower concrete frame beam 202 of the upper transverse multi-ribbed composite frame wall piece 2.
The utility model provides a pair of close rib composite wall piece structure adopts close rib composite wall piece structure equipment house instead activity board house in the house that thoughtlessly congeals, when can realizing fast assembly, repeated dismantlement and use, improves house rigidity, promotes the house performance, improves the quality of living, makes the construction site workman live in and experience the improvement.
Other embodiments of the invention will be apparent to those skilled in the art from consideration of the specification and practice of the invention disclosed herein. It is intended that the specification and examples be considered as exemplary only, with a true scope and spirit of the invention being indicated by the following claims.
Claims (7)
1. A multi-ribbed composite wall sheet structure is characterized in that the multi-ribbed composite frame wall sheet structure is a longitudinal multi-ribbed composite wall sheet and comprises a first upper concrete frame beam, a first lower concrete frame beam, a first concrete frame column and a multi-ribbed heat-insulating concrete wallboard, wherein the first upper concrete frame beam, the first lower concrete frame beam, the first concrete frame column and the multi-ribbed heat-insulating concrete wallboard are integrally formed;
a first upper side concrete frame beam of the longitudinal multi-ribbed composite frame wall sheet is rigidly connected with a first concrete frame column; the first lower side concrete frame beam is rigidly connected with the first concrete frame column;
the first upper concrete frame beam extends out of the first concrete frame column to form an upper overhanging end, and the first lower concrete frame beam extends out of the first concrete frame column to form a lower overhanging end; the upper side is encorbelmented the pre-buried first H shaped steel of end, the downside is encorbelmented the pre-buried second H shaped steel of end.
2. The multi-ribbed composite wall sheet structure according to claim 1, wherein the web plane of the first H-shaped steel is parallel to the longitudinal multi-ribbed composite frame wall sheet, and the flange of the first H-shaped steel is embedded in concrete at the overhanging end of the upper side; the web plate plane of the second H-shaped steel is parallel to the longitudinal multi-ribbed composite frame wall sheet, and the flange of the second H-shaped steel is embedded in the concrete at the lower overhanging end;
a first construction hole is reserved at the position where the first H-shaped steel is pre-embedded at the upper overhanging end, the height of the first construction hole is the same as that of a web plate of the first H-shaped steel, and a first bolt hole is formed in the middle of the web plate of the first H-shaped steel;
a second construction hole is reserved in the position of the lower side overhanging end embedded second H-shaped steel, 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 formed in the middle of the web of the second H-shaped steel.
3. The multi-ribbed composite wall sheet structure according to claim 1, wherein the multi-ribbed heat-insulating concrete wall panel comprises two layers of concrete panels, connecting ribs are arranged between the two layers of concrete panels in the longitudinal and transverse directions, light heat-insulating materials are filled between the connecting ribs in a composite mode, a steel mesh or a mesh cloth is arranged in the concrete panels, and the thickness of the concrete panels is not more than 50 mm.
4. The multi-ribbed composite wall sheet structure is characterized in that the multi-ribbed composite frame wall sheet structure is a transverse multi-ribbed composite wall sheet, and the transverse multi-ribbed composite frame wall sheet comprises a second upper concrete frame beam, a second lower concrete frame beam, a second concrete frame column and a multi-ribbed heat-insulating concrete wallboard, wherein the second upper concrete frame beam, the second lower concrete frame beam and the second concrete frame column are integrally formed;
a second upper side concrete frame beam of the transverse multi-ribbed composite frame wall sheet is rigidly connected with a second concrete frame column; the second lower concrete frame beam is rigidly connected with the second concrete frame column;
a first bolt sleeve is embedded at the joint of the second upper side concrete frame beam and the second concrete frame column, and the first bolt sleeve is perpendicular to the transverse multi-ribbed composite frame wall sheet; a second bolt sleeve is embedded in the top of the second upper concrete frame beam, is located in the width range of a second concrete frame column and is parallel to the transverse ribbed composite frame wall sheet;
the bottom of the second concrete frame column protrudes out of the part of the second lower side concrete frame beam to form a protruding part, and third H-shaped steel is embedded in the protruding part.
5. The multi-ribbed composite wall sheet structure according to claim 4, wherein the web plane of the third H-section steel is parallel to the transverse multi-ribbed composite frame wall sheet, and the flange of the third H-section steel is embedded in the concrete of the protruding portion;
a third construction hole is reserved at the position where third H-shaped steel is pre-embedded in the protruding part, and the width of the third construction hole is the same as the height of a web plate of the third H-shaped steel; and flat plate steel is welded at the bottom of the third H-shaped steel, and a third bolt hole is reserved in the flat plate steel.
6. The multi-ribbed composite wall sheet structure according to claim 4, wherein a third bolt sleeve is welded to a flange of the third H-shaped steel, is perpendicular to a web of the third H-shaped steel, and is embedded in concrete of the protruding portion together with the third H-shaped steel.
7. The multi-ribbed composite wall sheet structure according to claim 4, wherein the multi-ribbed heat-insulating concrete wall board comprises two layers of concrete panels, connecting ribs are arranged between the two layers of concrete panels in the longitudinal and transverse directions, light heat-insulating materials are filled between the connecting ribs in a composite mode, a steel mesh or a mesh cloth is arranged in the concrete panels, and the thickness of the concrete panels is not more than 50 mm.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022697330 | 2020-11-20 | ||
| CN2020226973304 | 2020-11-20 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214144134U true CN214144134U (en) | 2021-09-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022736173.3U Active CN214144134U (en) | 2020-11-20 | 2020-11-24 | Multi-ribbed composite wall sheet structure |
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|---|---|
| CN (1) | CN214144134U (en) |
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