CN212453206U - Evaporate and press lightweight aerated concrete modularization scale panel wall structure - Google Patents
Evaporate and press lightweight aerated concrete modularization scale panel wall structure Download PDFInfo
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- CN212453206U CN212453206U CN202020409809.0U CN202020409809U CN212453206U CN 212453206 U CN212453206 U CN 212453206U CN 202020409809 U CN202020409809 U CN 202020409809U CN 212453206 U CN212453206 U CN 212453206U
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Abstract
The utility model provides an autoclaved lightweight aerated concrete modularized fixed-length plate wall structure, wherein all fixed-length plates form a first seam structure which is longitudinally communicated in the vertical direction; any upper and lower adjacent fixed-length plates are connected through a connecting structure, and all the fixed-length plates form a second joint structure which is transversely staggered in the left-right direction; all the fixed-length plates positioned at the top are connected with the structural top through the connecting structure to form a third joint structure with transverse through joints in the left-right direction; a fourth joint structure of transverse through joints in the left-right direction is formed between all the fixed-length plates positioned at the bottom and the structural ground; all the fixed-length plates positioned on one side of the wall column structure are connected with the wall column structure through the connecting structure, and a fifth seam structure which is longitudinally communicated in the vertical direction is formed; all seam structures are filled with adhesive. The utility model discloses rational in infrastructure, realized the assembled construction, greatly reduced the comprehensive cost of construction.
Description
Technical Field
The utility model belongs to the technical field of the assembly type construction, in particular to evaporate and press light aerated concrete modularization scale panel wall structure is applicable to the non-bearing wall body of building.
Background
According to the autoclaved lightweight aerated concrete slat wall body structure in the prior art, as shown in figure 1, a plurality of slats 1 are used in the wall body structure, as shown in figure 2, a plurality of reinforcing steel bars 3 arranged at intervals are arranged in any slat 1, the left end and the right end of each slat 1 are respectively provided with a convex opening and a concave opening, any adjacent slat 1 is connected through the convex opening and the concave opening in an embedded mode, the outer surface of the embedded convex opening and the concave opening is leveled through a cement mortar layer 2, and the cement mortar layers 2 are used for filling joints between all slats 1 and a structure top 4 and between all slats 1 and a structure ground 5; as shown in fig. 3, the joints of the slat 1, the structure top 4 and the structure ground 5 are provided with a drawknot structure, the drawknot structure comprises a through-length angle steel 7, one end of the through-length angle steel 7 is connected with the structure top 4 or the structure ground 5 through a first fastener 6, the other end of the through-length angle steel 7 blocks the slat 1, one side of the slat 1 close to the through-length angle steel 7 is provided with an elbow bolt 8, and the other side of the end surface of the through-length angle steel 7 blocking the slat 1 is welded with an elbow of the elbow bolt 8; the following technical drawbacks exist: when the batten is used as a wall body, the price is high, the size is large, the weight is heavy, mechanical hoisting construction is needed, and the construction difficulty is high;
the autoclaved lightweight aerated concrete block wall structure has the technical defects of more plate seams among blocks, serious pollution and incapability of realizing assembly type construction due to transverse through seams and vertical staggered seams during building.
How to design a evaporate and press lightweight aerated concrete modularization scale panel wall structure, how to guarantee that panel connection structure is stable under the condition of reducing panel size, become the problem that urgently needs to be solved.
SUMMERY OF THE UTILITY MODEL
In view of the above disadvantages of the prior art, the utility model aims to provide an autoclaved lightweight aerated concrete modularized fixed-length plate wall structure, which is used for solving the problems that the batten existing in the prior art is expensive, large in size and heavy in weight, needs mechanical hoisting construction and is difficult to construct when used as a wall; when the building block wall structure is built, the plate joints among the building blocks are more, the pollution is serious, and the assembly type construction can not be realized.
In order to realize the aim, the utility model provides an autoclaved lightweight aerated concrete modularized fixed-length plate wall structure, which comprises fixed-length plates, wherein the left and right ends of the fixed-length plates are respectively provided with a convex opening and a groove opening, the arbitrarily adjacent fixed-length plates at the left and right sides are connected by the convex opening and the groove opening in an embedded manner,
by adopting the technical scheme: the convex openings and the groove openings between the left and the right adjacent fixed-length plates form embedded connection;
all the fixed-length plates form a first seam structure which is longitudinally communicated in the vertical direction;
any upper and lower adjacent fixed-length plates are connected through a connecting structure, and all the fixed-length plates form a second joint structure which is transversely staggered in the left-right direction;
all the fixed-length plates positioned at the top are connected with the structural top through the connecting structure to form a third joint structure with transverse through joints in the left-right direction; a fourth joint structure of transverse through joints in the left-right direction is formed between all the fixed-length plates positioned at the bottom and the structural ground;
all the fixed-length plates positioned on one side of the wall column structure are connected with the wall column structure through the connecting structure, and a fifth seam structure which is longitudinally communicated in the vertical direction is formed;
by adopting the technical scheme: the connection between the upper and lower adjacent fixed-length plates, the connection between the fixed-length plate at the top and the structural top, the connection between the fixed-length plate at the bottom and the structural ground, and the connection between the fixed-length plate close to one side of the wall column structure and the wall column structure are respectively realized through the connecting structure;
all seam structures are filled with adhesive.
In an embodiment of the present invention, the connecting structure includes a connecting member and a plurality of second fastening members.
In an embodiment of the present invention, the connecting member is an L-shaped structure, the transverse plate of the L-shaped structure is provided with at least one second fastening member, and the vertical plate of the L-shaped structure is provided with at least one second fastening member.
In an embodiment of the present invention, the connecting piece transverse plate of the third joint structure is connected to the top of the structure through the second fastening piece, and the connecting piece vertical plate of the third joint structure is connected to the vertical end face of the fixed-length plate corresponding to the connecting piece through the second fastening piece and the connecting piece.
In an embodiment of the present invention, the connecting piece transverse plate of the fourth joint structure is connected to the ground through the second fastener, and the connecting piece vertical plate of the fourth joint structure is connected to the vertical end face of the fixed-length plate corresponding to the connecting piece and located at the bottom through the second fastener.
In an embodiment of the present invention, the connecting piece transverse plate of the fifth joint structure is connected to the transverse end face of the fixed-length plate located on one side of the wall column structure and corresponding to the connecting piece through the second fastener, and the connecting piece vertical plate of the fifth joint structure is connected to the wall column structure through the second fastener.
In an embodiment of the present invention, the material of the bonding material is the same as that of the fixed-length plate;
by adopting the technical scheme: the bonding material is the same as the fixed-length plate in material, and the shrinkage rate is consistent, so that the quality problems of cracking, leakage and the like of the wall structure are effectively avoided.
In an embodiment of the present invention, the wall column structure is any one of a structural wall or a structural column.
As the above, the utility model provides an evaporate and press lightweight aerated concrete modularization scale panel wall structure, rational in infrastructure, price and weight are moderate, and the orientation is passed through tang and notch opening and is formed the gomphosis and connect about the scale panel, and the upper and lower orientation of scale panel passes through the connecting piece and forms connection structure, has realized the assembled construction, greatly reduced the comprehensive cost of construction, satisfied the requirements such as sound insulation, the fire prevention of non-bearing wall, popularization and application have good economic benefits and social.
Drawings
Fig. 1 is a front view of a structure of an autoclaved lightweight aerated concrete slat wall in the prior art.
Fig. 2 is a sectional view taken along line a-a of fig. 1.
Fig. 3 is a sectional view taken along line B-B of fig. 1.
Fig. 4 is a front view of the present invention.
Fig. 5 is a cross-sectional view taken along line C-C of fig. 4.
Fig. 6 is a cross-sectional view taken along line D-D of fig. 4.
In the figure: 1. laths; 2. a cement mortar layer; 3. reinforcing steel bars; 4. a structure top; 5. a structural ground; 6. a first fastener; 7. a through long angle steel; 8. an elbow bolt; 9. sizing the plate; 10. a second fastener; 11. a bonding material; 12. a connecting member; 13. wall post structure.
Detailed Description
The following description is provided for illustrative purposes, and other advantages and features of the present invention will become apparent to those skilled in the art from the following detailed description.
Please refer to fig. 1 to 6. It should be understood that the structure, ratio, size and the like shown in the drawings attached to the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by those skilled in the art, and are not used for limiting the limit conditions that the present invention can be implemented, so that the present invention has no technical essential meaning, and any structure modification, ratio relationship change or size adjustment should still fall within the scope that the technical content disclosed in the present invention can cover without affecting the function that the present invention can produce and the purpose that the present invention can achieve. Meanwhile, the terms such as "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for convenience of description, and are not intended to limit the scope of the present invention, and changes or adjustments of the relative relationship thereof may be made without substantial technical changes, and the present invention is also regarded as the scope of the present invention.
As shown in fig. 5, the utility model provides an evaporate and press lightweight aerated concrete modularization scale panel wall structure, including scale panel 9, both ends are provided with tang and notch respectively about scale panel 9, adjacent about wantonly scale panel 9 between connect through tang and notch gomphosis, through adopting this kind of technical scheme: the convex openings and the groove openings between the left and the right adjacent fixed-length plates form embedded connection;
as shown in fig. 4, all the fixed-length plates 9 form a first seam structure which is longitudinally penetrated in the vertical direction;
any upper and lower adjacent fixed-length plates 9 are connected through a connecting structure, and all the fixed-length plates 9 form a second joint structure which is transversely staggered in the left-right direction;
all the fixed-length plates 9 positioned at the top are connected with the structural roof 4 through connecting structures to form a third joint structure with transverse through joints in the left-right direction; a fourth joint structure of transverse through joints in the left-right direction is formed between all the fixed-length plates 9 positioned at the bottom and the structural ground 5; all the fixed-length plates 9 positioned on one side of the wall column structure 13 are connected with the wall column structure 13 through a connecting structure to form a fifth seam structure which is longitudinally communicated in the vertical direction; by adopting the technical scheme: the connection between the upper and lower adjacent fixed-length plates, the connection between the fixed-length plate at the top and the structural top, the connection between the fixed-length plate at the bottom and the structural ground, and the connection between the fixed-length plate close to one side of the wall column structure and the wall column structure are respectively realized through the connecting structure;
all seam structures are filled with the adhesive material 11;
as shown in fig. 6, the connecting structure includes a connecting member 12, a plurality of second fastening members 10;
the connecting piece 12 is of an L-shaped structure, at least one second fastening piece 10 is arranged on a transverse plate of the L-shaped structure, and at least one second fastening piece 10 is arranged on a vertical plate of the L-shaped structure;
the transverse plate of the connecting piece 12 positioned in the third joint structure is connected with the structure top 4 through a second fastener 10, and the vertical plate of the connecting piece 12 positioned in the third joint structure is connected with the vertical end surface of the fixed-length plate 9 positioned at the top and corresponding to the connecting piece 12 through the second fastener 10;
a transverse plate of a connecting piece 12 positioned in the fourth joint structure is connected with a structural ground 5 through a second fastener 10, and a vertical plate of the connecting piece 12 positioned in the fourth joint structure is connected with a vertical end surface of the fixed-length plate 9 positioned at the bottom and corresponding to the connecting piece 12 through the second fastener 10;
a transverse plate of a connecting piece 12 positioned in the fifth joint structure is connected with a transverse end face of the fixed-length plate 9 positioned on one side of the wall column structure 13 and corresponding to the connecting piece 12 through a second fastener 10, and a vertical plate of the connecting piece 12 positioned in the fifth joint structure is connected with the wall column structure 13 through the second fastener 10;
the material of the bonding material 11 is the same as that of the fixed-length plate 9; by adopting the technical scheme: the bonding material and the fixed-length plate are made of the same material, and the shrinkage rates are consistent, so that the quality problems of cracking, leakage and the like of the wall structure are effectively avoided;
the wall column structure 13 is any one of a structural wall or a structural column.
During concrete implementation, the fixed-length plate 9 is designed to be provided with a convex opening and a groove opening at the left end and the right end which are the same as those of the traditional batten 1, the fixed-length height of the fixed-length plate 9 is between the batten 1 and the traditional building block, the weight is moderate, and the assembly type construction is facilitated.
To sum up, the utility model provides an evaporate and press light aerated concrete modularization scale panel wall structure, rational in infrastructure, price and weight are moderate, and the orientation is connected through tang and notch formation gomphosis about the scale panel, and the upper and lower orientation of scale panel passes through the connecting piece and forms connection structure, has realized the assembled construction, greatly reduced the comprehensive cost of construction, satisfied the requirements such as sound insulation, the fire prevention of non-bearing wall. Therefore, the utility model effectively overcomes various defects in the prior art and has high industrial utilization value.
The above embodiments are merely illustrative of the principles and effects of the present invention, and are not to be construed as limiting the invention. Modifications and variations can be made to the above-described embodiments by those skilled in the art without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which may be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (8)
1. The utility model provides an evaporate and press light aerated concrete modularization scale panel wall structure, includes scale panel (9), both ends are provided with bead and notch, its characterized in that respectively about scale panel (9): any left and right adjacent fixed-length plates (9) are connected through the convex openings and the concave openings in an embedded mode, and all the fixed-length plates (9) form a first seam structure which is longitudinally communicated in the vertical direction;
any upper and lower adjacent fixed-length plates (9) are connected through a connecting structure, and all the fixed-length plates (9) form a second joint structure of transverse staggered joints in the left-right direction;
all the fixed-length plates (9) positioned at the top are connected with the structural roof (4) through connecting structures to form a third joint structure with transverse through seams in the left-right direction; a fourth joint structure with a transverse through seam in the left-right direction is formed between all the fixed-length plates (9) positioned at the bottom and the structural ground (5); all the fixed-length plates (9) positioned on one side of the wall column structure (13) are connected with the wall column structure (13) through a connecting structure to form a fifth seam structure which is longitudinally communicated in the vertical direction;
all seam structures are filled with adhesive (11).
2. The autoclaved lightweight aerated concrete modular sizing plate wall structure according to claim 1, characterized in that: the connecting structure comprises a connecting piece (12) and a plurality of second fastening pieces (10).
3. The autoclaved lightweight aerated concrete modular sizing plate wall structure according to claim 2, characterized in that: the connecting piece (12) is of an L-shaped structure, at least one second fastening piece (10) is arranged on a transverse plate of the L-shaped structure, and at least one second fastening piece (10) is arranged on a vertical plate of the L-shaped structure.
4. The autoclaved lightweight aerated concrete modular sizing plate wall structure according to claim 3, characterized in that: and the transverse plate of the connecting piece (12) of the third joint structure is connected with the structure top (4) through a second fastener (10), and the vertical plate of the connecting piece (12) of the third joint structure is connected with the vertical end surface of the fixed-length plate (9) which is positioned at the top and corresponds to the connecting piece (12) through the second fastener (10).
5. The autoclaved lightweight aerated concrete modular sizing plate wall structure according to claim 4, characterized in that: and the transverse plate of the connecting piece (12) positioned in the fourth joint structure is connected with the structural ground (5) through a second fastener (10), and the vertical plate of the connecting piece (12) positioned in the fourth joint structure is connected with the vertical end surface of the fixed-length plate (9) positioned at the bottom and corresponding to the connecting piece (12) through the second fastener (10).
6. The autoclaved lightweight aerated concrete modular sizing plate wall structure according to claim 5, characterized in that: the material of the bonding material (11) is the same as that of the fixed-length plate (9).
7. The autoclaved lightweight aerated concrete modular sizing plate wall structure according to claim 6, characterized in that: and the transverse plate of the connecting piece (12) positioned in the fifth joint structure is connected with the transverse end surface of the fixed-length plate (9) which is positioned on one side of the wall column structure (13) and corresponds to the connecting piece (12) through a second fastener (10), and the vertical plate of the connecting piece (12) positioned in the fifth joint structure is connected with the wall column structure (13) through the second fastener (10).
8. The autoclaved lightweight aerated concrete modular sizing plate wall structure according to claim 7, characterized in that: the wall column structure (13) is any one of a structural wall or a structural column.
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| Application Number | Priority Date | Filing Date | Title |
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| CN202020409809.0U CN212453206U (en) | 2020-03-26 | 2020-03-26 | Evaporate and press lightweight aerated concrete modularization scale panel wall structure |
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| CN202020409809.0U CN212453206U (en) | 2020-03-26 | 2020-03-26 | Evaporate and press lightweight aerated concrete modularization scale panel wall structure |
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| CN212453206U true CN212453206U (en) | 2021-02-02 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113187126A (en) * | 2021-05-10 | 2021-07-30 | 重庆君道渝城绿色建筑科技有限公司 | Evaporate and press aerated concrete slab assembled wall body |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113187126A (en) * | 2021-05-10 | 2021-07-30 | 重庆君道渝城绿色建筑科技有限公司 | Evaporate and press aerated concrete slab assembled wall body |
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