CN216840051U - Assembled combined wall adopting vertical strip plates - Google Patents
Assembled combined wall adopting vertical strip plates Download PDFInfo
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- CN216840051U CN216840051U CN202122312521.9U CN202122312521U CN216840051U CN 216840051 U CN216840051 U CN 216840051U CN 202122312521 U CN202122312521 U CN 202122312521U CN 216840051 U CN216840051 U CN 216840051U
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Abstract
The utility model relates to an adopt assembled combination wall body of perpendicular slat. The combined wall body comprises vertical strips, constructional columns, lintels and connecting pieces thereof, the connection of the vertical strips, the constructional columns, the lintels and the connecting pieces is mainly assembled, and the field installation is mostly dry operation. The batten can be a lightweight batten, such as an aerated concrete plate or a lightweight aggregate concrete plate, and reinforcing steel bars can be arranged in the batten; the constructional columns adopt prefabricated reinforced concrete structures, wood structures or glued wood structures and are arranged at the end parts, the corner parts, the joints of the longitudinal walls and the transverse walls and the like of the combined wall body; the lintel is used for combining the upper parts of the door and window openings of the wall body. The constructional columns are connected with the constructional columns of the adjacent floors and the adjacent vertical strips by adopting connecting pieces. The light vertical bar plate has high standardization degree and high industrial production efficiency; the building component has light dead weight and is convenient to transport and install. The vertical strip plate has excellent heat preservation and fire resistance, and meets the requirements of high and cold and housing construction in polar regions.
Description
Technical Field
The utility model belongs to the technical field of building element and structure and construction thereof, a assembled combination wall body of adoption vertical slat is related to.
Background
In the field of buildings, the adoption of green building materials and the improvement of the energy-saving effect of the buildings are important measures for realizing the double-carbon target. The assembly type novel industrial construction mode is an important way for realizing sustainable development of the construction industry. In the aspect of wall material application, the integration of the heat-preservation and energy-saving technology and a building bearing structure is an ideal technology selection of an assembled low-rise and multi-rise structure.
At present, the prefabricated concrete structure widely applied to urban residences is characterized in that an inner bearing wall is a prefabricated concrete wallboard, an outer bearing wall is a prefabricated concrete sandwich heat-insulation external wallboard, and a floor slab is a concrete prefabricated laminated slab. The components are large and heavy, and the requirement of component transportation and installation is difficult to meet by rural road foundation design. In addition, the prefabricated concrete structure has high technical requirement and high construction cost, and is difficult to popularize in batches in rural areas.
Disclosure of Invention
The invention relates to an assembled combined wall adopting vertical plates and a connecting method thereof, and a house adopting the assembled combined wall adopting the vertical plates and a building method thereof.
In one aspect, the invention provides a fabricated combined wall body adopting vertical strips and a connecting method thereof.
The invention relates to an assembled combined wall body adopting vertical strips, which is characterized by comprising vertical strips, constructional columns, lintels and connecting pieces; wherein:
the vertical laths are horizontally connected with the constructional columns, the constructional columns are arranged at the end parts, the corner parts and the cross-connecting parts of the longitudinal and transverse walls of the combined wall body, the lintel is used above the door and window openings of the combined wall body, and the connecting pieces are used for connecting the constructional columns with the constructional columns of the adjacent building floors and the constructional columns with the adjacent vertical laths;
the adjacent vertical strips are provided with single-row or double-row vertical strip horizontal holes arranged along the width direction of the plate, and the vertical strip horizontal holes are distributed at a set interval in the length direction of the plate; the vertical strip plate horizontal hole is a blind hole or a through hole, wherein in the case of a through hole, a vertical strip plate groove is formed in the side, away from the constructional column, of the vertical strip plate horizontal hole;
the middle parts of the sections of the upper end and the lower end of the constructional column are provided with groove-shaped openings along the height direction, constructional column horizontal holes within the range of the groove-shaped openings and constructional column middle horizontal holes which are communicated with the horizontal holes of the adjacent vertical batten plates and correspond to the horizontal holes of the adjacent vertical batten plates;
the connecting piece includes horizontal connecting piece and vertical connecting piece.
In a particular embodiment, the vertical connection comprises a vertical connection plate, a connection screw, a connection nut and a connection gasket, the vertical connection plate enabling a vertical connection between the constructional column and an adjacent floor constructional column through the groove-shaped notch inserted into the end of the constructional column.
In a specific embodiment, the horizontal connecting piece comprises a horizontal connecting rib, a connecting nut and a connecting gasket, and the horizontal connecting rib penetrates through the horizontal hole of the constructional column and the horizontal hole of the vertical batten to realize horizontal connection between the constructional column and the adjacent vertical batten.
In one embodiment, the mullion panel is a lightweight mullion panel, and is formed from aerated concrete or lightweight aggregate concrete, with reinforcing steel disposed within the panel.
In one embodiment, the construction columns are of prefabricated reinforced concrete, wood or laminated wood construction.
In a specific embodiment, the lintel is made of prefabricated reinforced concrete lintel or the aerated concrete slab or the lightweight aggregate concrete slab, and is provided with reinforcing steel bars according to design requirements.
In addition, the invention also provides a connecting method of the assembled combined wall body adopting the vertical strip plates. The connection method comprises the following steps:
(1) forming a connecting structure between the upper and lower adjacent constructional columns at the end parts of the constructional columns by using groove-shaped notches;
(2) forming a horizontal connection between the constructional column and the adjacent vertical strip;
(3) forming a vertical connection between the bottom of the construction post and the top surface of the foundation or lower floor construction post;
(4) a vertical connection is formed between the bottom of the vertical strip and the top surface of the foundation or the lower floor;
(5) grouting the horizontal holes of the vertical bar plates and the horizontal holes of the constructional columns according to engineering requirements;
(6) bonds are formed between horizontally adjacent vertical slats, between a vertical slat and a construction post, and between a lintel and the top surface of a lower vertical slat.
In one embodiment, the steps (1) to (6) may further include:
(1) inserting the vertical connecting plate into the groove-shaped opening at the end part of the constructional column, and connecting the vertical connecting plate with the connecting screw rod, the connecting nut and the connecting gasket; the connecting screw rod penetrates through a horizontal hole at the end part of the constructional column vertical to the groove-shaped notch, and the connecting nut and the connecting gasket are arranged in a groove at the end part of the constructional column, which is locally expanded at the side surface of the constructional column, of the horizontal hole at the end part of the constructional column;
(2) penetrating a horizontal connecting rib through horizontal holes of the constructional column and the vertical strip plate adjacent to the constructional column, and connecting the constructional column and the vertical strip plate by adopting a connecting nut and a connecting gasket; the coupling nut and the connection pad of one end set up in the constructional column middle part recess that the horizontal hole outside in constructional column middle part enlarged, and the other end constructs: in the case that the horizontal hole of the vertical bar plate is a through hole, the connecting nut and the connecting gasket are arranged in the vertical bar plate, wherein the horizontal hole is arranged in a vertical bar plate groove arranged at one side far away from the constructional column; when the horizontal hole of the vertical bar plate is a blind hole, pouring special bonding mortar or special bonding glue into the horizontal hole of the vertical bar plate and the horizontal hole in the middle of the constructional column for connection; when the adjacent both sides of constructional column all had the vertical retort board, the horizontal connection muscle passes the constructional column and penetrates rather than the adjacent vertical retort board horizontal hole in both sides, both ends structure: under the condition that the horizontal hole of the vertical bar plate is a through hole, the constructional column is connected with the vertical bar plates adjacent to two sides by adopting a connecting nut and a connecting gasket, and the connecting nut and the connecting gasket are arranged in a vertical bar plate groove arranged at one side of the horizontal hole of the vertical bar plate far away from the constructional column; when the horizontal hole of the vertical bar plate is a blind hole, pouring special bonding mortar or special bonding glue into the horizontal hole of the vertical bar plate and the horizontal hole in the middle of the constructional column for connection;
(3) vertical connection is formed between the bottom of the constructional column and the top surface of the foundation or the lower floor constructional column by using a vertical connecting plate;
(4) the bottom of the vertical strip plate is connected with the top surface of the foundation or the lower floor by adopting special bonding mortar or special bonding glue which is not lower than the plate material strength of the vertical strip plate;
(5) according to engineering requirements, when the horizontal connecting piece is connected, special bonding mortar or special bonding glue with the strength not lower than that of the vertical bar plate is adopted to fill the horizontal holes of the vertical bar plate and the horizontal holes in the middle of the constructional column;
(6) and special bonding mortar or special bonding glue is adopted to connect the top surfaces of the vertical bar plates horizontally adjacent to each other, the vertical bar plates and the constructional columns, and the lintel and the top surface of the lower vertical bar plate.
In a specific embodiment, the connecting method can further comprise repeating the steps (1) to (6) to build a multi-layer fabricated combined wall body adopting the vertical laths layer by layer.
In another aspect, the present invention provides a house using fabricated sectional walls of vertical slabs and a method of constructing the same.
The invention relates to a house adopting an assembled combined wall body with vertical strip plates, which is characterized by comprising a house base surface, a space structure system formed by the assembled combined wall body adopting the vertical strip plates, a floor template and a roof template, wherein the assembled combined wall body comprises the vertical strip plates, constructional columns, lintels and connecting pieces; wherein:
the vertical laths are horizontally connected with the constructional columns, the constructional columns are arranged at the end parts, the corner parts and the cross-connecting parts of the longitudinal and transverse walls of the combined wall body, the lintel is used above the door and window openings of the combined wall body, and the connecting pieces are used for connecting the constructional columns with the constructional columns of the adjacent building floors and the constructional columns with the adjacent vertical laths;
the adjacent vertical strips are provided with single-row or double-row vertical strip horizontal holes arranged along the width direction of the strip, and the vertical strip horizontal holes are distributed at a set interval in the length direction of the strip; the vertical strip plate horizontal hole is a blind hole or a through hole, wherein in the case of a through hole, a vertical strip plate groove is formed in the side, away from the constructional column, of the vertical strip plate horizontal hole;
the middle parts of the sections of the upper end and the lower end of the constructional column are provided with groove-shaped openings along the height direction, horizontal holes at the end parts of the constructional column within the range of the groove-shaped openings and horizontal holes in the middle parts of the constructional column, which are communicated with the horizontal holes of the adjacent vertical batten plates and correspond to the horizontal holes of the adjacent vertical batten plates;
the connecting pieces comprise horizontal connecting pieces and vertical connecting pieces;
on the base surface of the house, after the assembled combined wall bodies are assembled layer by layer, an assembled single-layer or multi-layer space structure is formed, and then the house adopting the assembled combined wall bodies of the vertical strip plates is built.
In addition, the invention also provides a building construction method of the house adopting the fabricated combined wall body of the vertical strip plate. The construction method comprises the following steps:
(1) forming a connecting structure between the upper and lower adjacent constructional columns at the end parts of the constructional columns by using groove-shaped notches;
(2) forming a horizontal connection between the fabrication column and the adjacent vertical slat;
(3) forming a vertical connection between the bottom of the construction post and the top surface of the foundation or lower floor construction post;
(4) a vertical connection is formed between the bottom of the vertical strip and the top surface of the foundation or the lower floor;
(5) grouting the horizontal holes of the vertical bar plates and the horizontal holes in the middle of the constructional columns according to engineering requirements;
(6) bonding is formed between horizontally adjacent vertical bar plates, between the vertical bar plates and the constructional column, and between the lintel and the top surface of the lower vertical bar plate; thereby forming a single-layer space structure of the assembled combined wall;
(7) constructing a floor template above the single-layer space structure according to requirements, and further repeating the steps (1) to (6) to construct a multi-layer space structure of the assembled combined wall layer by layer;
(8) and constructing a roof template above the single-layer or multi-layer space structure so as to construct the house adopting the fabricated combined wall body of the vertical lath.
The step (1) may further include:
(1) inserting the vertical connecting plate into the groove-shaped opening at the end part of the constructional column, and connecting the vertical connecting plate with the connecting screw rod, the connecting nut and the connecting gasket; the connecting screw rod penetrates through a horizontal hole at the end part of the constructional column vertical to the groove-shaped notch, and the connecting nut and the connecting gasket are arranged in a groove at the end part of the constructional column, which is locally expanded at the side surface of the constructional column, of the horizontal hole at the end part of the constructional column;
the step (2) may further include:
(2) penetrating a horizontal connecting rib through the constructional column and the horizontal hole of the vertical bar plate adjacent to the constructional column, and connecting the constructional column and the vertical bar plate by adopting a connecting nut and a connecting gasket; the connecting nut and the connecting gasket at one end are arranged in a middle groove of the constructional column expanded outside the horizontal hole in the middle of the constructional column; the other end is structured as follows: in the case that the horizontal hole of the vertical bar plate is a through hole, the connecting nut and the connecting gasket are arranged in a vertical bar plate groove arranged at one side of the horizontal hole of the vertical bar plate away from the constructional column; when the horizontal hole of the vertical bar plate is a blind hole, pouring special bonding mortar or special bonding glue into the horizontal hole of the vertical bar plate and the horizontal hole in the middle of the constructional column for connection; when the two adjacent sides of the constructional column are provided with the vertical bar plates, the horizontal connecting rib penetrates through the constructional column and penetrates through the horizontal holes of the vertical bar plates adjacent to the two sides of the constructional column; the two-end structure is as follows: under the condition that the horizontal hole of the vertical bar plate is a through hole, the constructional column is connected with the vertical bar plates adjacent to the two sides by adopting a connecting nut and a connecting gasket, and the connecting nut and the connecting gasket are both arranged in a vertical bar plate groove arranged at one side of the horizontal hole of the vertical bar plate, which is far away from the constructional column; in the case that the horizontal hole of the vertical bar plate is a blind hole, special bonding mortar or special bonding glue is poured into the horizontal hole of the vertical bar plate and the horizontal hole in the middle of the constructional column for connection.
The aerated concrete slab or the lightweight aggregate concrete slab adopted by the invention has high standardization degree and high industrial production efficiency. The building components of the invention have light dead weight, the connection among the components is mainly assembled, the transportation and the installation are convenient, the field construction assembly degree is high, the labor intensity is low, the labor is saved, and the invention meets the requirement of the development of the assembly type building in China. The aerated concrete slab or the lightweight aggregate concrete slab adopted by the invention has low heat conductivity coefficient, good heat preservation and storage performance and excellent fireproof performance, and is suitable for the requirements of cold and severe cold areas and the building construction of high cold and polar regions with severe weather conditions.
Drawings
The foregoing summary, as well as the following detailed description of the invention, will be better understood when read in conjunction with the appended drawings.
Fig. 1 is a schematic view of a fabricated composite wall using laths according to an embodiment of the present invention.
FIG. 2 is a schematic illustration of a vertical slat construction horizontally attached to a construction post, according to one embodiment of the present invention.
FIG. 3 is a schematic view of a keyway in the top of a vertical bar according to one embodiment of the present invention.
FIG. 4 is a schematic view of a fabrication column according to one embodiment of the present invention.
Fig. 5 is a schematic view of a construction column being connected to a vertical connection plate according to an embodiment of the present invention.
FIG. 6 is a schematic view of a construction post coupled to a vertical slat according to one embodiment of the present invention.
Fig. 7A and 7B are schematic views of a vertical connecting plate and a horizontal connecting rib, respectively, according to an embodiment of the invention.
Detailed Description
In order that the technical solution, novel features, objectives and effects of the invention will be readily understood, the invention will be further illustrated and described in the following detailed description, taken in conjunction with the accompanying drawings.
In one embodiment, the present invention provides a fabricated composite wall using lightweight mullions, which includes lightweight mullions 110, construction columns 120, lintels 130 and their connectors. The assembled combined wall body can be used for residential buildings such as houses, dormitories, residential accommodations, country hotels and the like.
In one embodiment, the number of building layers is not more than 6, the layer height is not more than 3.6m, and the room bay is not more than 4.8 m.
In one embodiment, the lightweight vertical bar plate is made of aerated concrete plates or lightweight aggregate concrete plates, and reinforcing steel bars are arranged in the lightweight vertical bar plate, and the strength grade of the lightweight vertical bar plate is LC2.5-LC 15. The length of the plate is coordinated with the height of the building layer, and generally does not exceed 3.6 m; the plate thickness is 200-300 mm; the width of the plate is generally not more than 600 mm.
In one embodiment, the aerated concrete slab or the lightweight aggregate concrete slab can be produced in a customized factory manner according to design requirements, or a standard slab type aerated concrete slab or the lightweight aggregate concrete slab is purchased and manufactured into a component with the design required specification on the basis of the standard slab type by cutting processing.
In one embodiment, the reinforced bars of the aerated concrete slab or the lightweight aggregate concrete slab are generally of a double-layer bidirectional structure, and the reinforced bars are cold-rolled and hot-rolled plain round steel bars or ribbed steel bars, the diameter of the reinforced bars is 6-14mm, and the bidirectional spacing is 50-600 mm.
In one embodiment, the riser bar 110 is applied upright; the vertical strips 110 adjacent to the structural columns 120 are provided with a single row or double row of vertical strip horizontal holes 112 along the thickness direction of the wall board, the cross section of the holes is generally circular, the diameter of the holes is 10-50mm, and the distance between the holes along the length direction of the board is 200-600 mm.
In one embodiment, the vertical plate horizontal hole 112 of the vertical plate 110 is used for the horizontal connection between the vertical plate 110 and the construction column 120, and the vertical plate horizontal hole 112 is a blind hole or a through hole; when through-going, the vertical bar horizontal hole provides a vertical bar recess 113 on the side away from the construction post 120.
In one embodiment, the vertical strip plate groove 113 disposed at the horizontal hole 112 of the vertical strip plate has a side projection shape of rectangle, square or circle, an outer contour dimension of 50-150mm, and a depth of the vertical strip plate groove 113 is 10-50 mm.
In one embodiment, the lintel 130 is made of prefabricated reinforced concrete lintel or the aerated concrete slab or the lightweight aggregate concrete slab, and is configured with reinforcing bars according to design requirements.
In one embodiment, the top and bottom of the upright strip 110, and the top of the crosspiece 130, may be provided with keyways 114 having a planar shape comprising a rectangle, a diamond, a circle, etc., and a keyway depth of 0-25mm, as desired.
In one embodiment, the constructional columns 120 are made of prefabricated reinforced concrete structures, wood structures or glued wood structures, and are disposed at the ends, corners, junctions between the longitudinal walls and the transverse walls, and the like of the fabricated combined wall.
In one embodiment, the construction column 120 has a rectangular, square or combined polygonal cross-section, an outer dimension of 200-400mm, and a length compatible with the height of the building floor, generally not exceeding 3.6 m.
In one embodiment, the upper end and the lower end of the construction post 120 are provided with a groove-shaped notch 124 in the middle of the cross section along the height direction of the construction post 120, and the height of the groove-shaped notch 124 is 150mm and 400mm, and the width is 5-30 mm.
In one embodiment, within the slot-shaped notch 124 of the fabrication pillar 120, there are 1-4 fabrication pillar end horizontal holes 122b perpendicular to the slot-shaped notch 124, the cross-sectional shape of the holes is generally circular, and the hole diameter is 10-50 mm; the horizontal hole 122b at the end part of the constructional column is provided with an enlarged groove 123b at the end part of the constructional column at the side surface of the constructional column 120, the projection shape of the side surface of the groove is polygonal or circular, the size of the outer contour is 50-150mm, and the depth of the groove is 10-50 mm.
In one embodiment, the constructional column 120 is provided with a through single-row or double-row constructional column middle horizontal hole 122a at a position corresponding to the adjacent vertical bar plate horizontal hole 112, the hole is generally circular in cross section, and the diameter of the hole is 10-50 mm; for the constructional column 120 at the end of the wall body, an enlarged constructional column middle groove 123a is arranged on the outer side of the constructional column middle horizontal hole 122a, the projection shape of the side surface of the groove is rectangular, square or circular, the size of the outer contour is 50-150mm, and the depth of the groove is 10-50 mm.
In one embodiment, the connectors comprise vertical connectors and horizontal connectors, and can be made of metal materials such as steel materials and aluminum alloy materials, and engineering plastics or nylon materials can be used in severe cold and polar regions with severe weather conditions.
In one embodiment, the vertical connection member includes a vertical connection plate 126, a connection screw 127, a connection nut, and a connection washer for vertical connection between the constructional column 120 and the constructional column 120 of an adjacent floor; the thickness of the connecting plate is 3-20mm, the connecting screw 127 is M8-M40, the connecting pad is rectangular, square or circular, and the thickness is 4-20 mm.
In one embodiment, the vertical connecting plate 126 passes through the slotted notch 124 inserted into the end of the construction post 120 and is connected using the connecting screw 127, the connecting nut and the connecting washer; the connecting screw 127 passes through the horizontal hole 122b at the end of the constructional column perpendicular to the groove-shaped notch 124, and the connecting nut and the connecting washer are arranged in the groove 123b at the end of the constructional column, which is partially enlarged at the side of the constructional column 120, of the horizontal hole 122b at the end of the constructional column.
In one embodiment, the horizontal connector includes a threaded end horizontal connector rib 116, a connector nut, a connector washer; the horizontal connecting piece is used for horizontally connecting the constructional column 120 and the adjacent vertical strip plate 110, the diameter of the horizontal connecting rib 116 is 4-20mm, the connecting gasket is rectangular, square or circular, and the thickness of the connecting gasket is 4-20 mm.
In one embodiment, the horizontal connector rib 116 passes through the construction column 120 and the vertical bar horizontal hole 112 adjacent thereto, and connects the construction column 120 and the vertical bar 110 using the connector nut and the connector washer; the connecting nut and the connecting gasket at one end are arranged in the constructional column middle groove 123a expanded outside the constructional column middle horizontal hole 122a, and the other end is constructed: in the case where the vertical bar plate horizontal hole 112 is a through hole, the coupling nut and the coupling washer are disposed in the vertical bar plate groove 113 disposed at a side of the vertical bar plate horizontal hole 112 away from the construction post 120; in the case that the vertical bar horizontal hole 112 is a blind hole, the connection is made by pouring a special adhesive mortar or a special adhesive glue into the vertical bar horizontal hole 112 and the structural column middle horizontal hole 122 a.
In one embodiment, when the vertical bar plate 110 is present on both adjacent sides of the construction post 120, the horizontal connector rib 116 passes through the construction post 120 and into the vertical bar plate horizontal hole 112 adjacent to both sides, with the two ends configured: in the case that the vertical bar plate horizontal hole 112 is a through hole, the constructional column 120 is connected to the vertical bar plate 110 adjacent to both sides thereof by using the connecting nut and the connecting gasket, both of which are disposed in the vertical bar plate groove 113 disposed on the side of the vertical bar plate horizontal hole 112 away from the constructional column 120; in the case that the vertical bar horizontal hole 112 is a blind hole, it is connected by pouring a special adhesive mortar or a special adhesive glue into the vertical bar horizontal hole 112 and the constructional column middle horizontal hole 122 a.
In one embodiment, the vertical connection between the bottom of the construction post 120 and the top surface of the construction post 120 of the foundation or lower floor is made by the vertical connection plate 126;
in one embodiment, the bottom of the slats 110 are attached to the top surface of the foundation or lower storey using a special adhesive mortar or glue that is not less than the strength of the slat material.
In one embodiment, according to engineering requirements, when the horizontal connecting members are connected, the vertical bar plate horizontal holes 112 and the constructional column middle horizontal holes 122a can be filled with special bonding mortar with strength not lower than that of the vertical bar plate material.
In one embodiment, the vertical strips 110, 110 and 120, and the lintel 130 and the top surface of the vertical strip 110 below, which are horizontally adjacent, are joined using a special bonding mortar or glue.
In one embodiment, the house adopting the fabricated combined wall body of the vertical strip plate comprises a house base surface, a space structure system formed by the fabricated combined wall body adopting the vertical strip plate, a floor formwork and a roof formwork, wherein the fabricated combined wall body comprises the vertical strip plate, a constructional column, a lintel and a connecting piece; on the base surface of the house, after the assembled combined wall bodies are assembled layer by layer, an assembled single-layer or multi-layer space structure is formed, and then the house adopting the assembled combined wall bodies of the vertical strip plates is built.
In one embodiment, a building method of the prefabricated combined wall body adopting the vertical lath is also provided, so that a single-layer or multi-layer building of the prefabricated combined wall body adopting the vertical lath is built.
In the description herein, features of some embodiments of the invention relating to products and methods, such as structure, shape, materials, dimensions, process steps or sequences, are described in detail, along with specific parameters for some specific examples. It is to be understood, however, that such detail description or specific parameters are not to be construed as limitations on the claims; that is, those skilled in the art should understand that the above features or parameters can be adjusted, changed or combined according to the actual needs, and still fall into the protection scope of the present invention.
Claims (6)
1. An assembled combined wall body adopting vertical laths is characterized by comprising vertical laths (110), constructional columns (120), lintels (130) and connecting pieces; wherein:
the vertical laths (110) are horizontally connected with the constructional columns (120), the constructional columns (120) are arranged at the ends, corners and cross wall intersections of the combined wall body, the lintel (130) is used above the door and window openings (140a,140b) of the combined wall body, and the connecting pieces are used for connecting the constructional columns (120) with the constructional columns (120) of the adjacent building floors and connecting the constructional columns (120) with the adjacent vertical laths (110);
the adjacent vertical strips (110) are provided with single-row or double-row vertical strip horizontal holes (112) arranged along the width direction of the plate, and the vertical strip horizontal holes (112) are distributed at set intervals in the length direction of the plate; the vertical strip horizontal hole (112) is a blind hole or a through hole, wherein in the case of a through hole, the vertical strip horizontal hole (112) is provided with a vertical strip groove (113) on the side away from the constructional column (120);
the middle parts of the cross sections of the upper end and the lower end of the constructional column (120) are provided with groove-shaped notches (124) along the height direction, constructional column end part horizontal holes (122b) within the range of the groove-shaped notches (124) and constructional column middle part horizontal holes (122a) which are communicated with the horizontal holes (112) of the adjacent vertical strips;
the connecting piece includes horizontal connecting piece and vertical connecting piece.
2. The composite wall according to claim 1, wherein the vertical connectors comprise vertical connection plates (126), connection screws (127), connection nuts and connection washers, the vertical connection plates (126) enabling vertical connection between the constructional column (120) and the adjacent storey constructional column (120) through the slotted openings (124) inserted into the ends of the constructional column (120).
3. The composite wall of claim 1, wherein the horizontal connectors comprise horizontal connecting ribs (116), connecting nuts and connecting washers, and the horizontal connecting ribs (116) pass through the constructional column middle horizontal holes (122a) and the vertical batten horizontal holes (112) to realize horizontal connection between the constructional column (120) and the adjacent vertical batten (110).
4. The composite wall of claim 1, wherein the mullion panel (110) is a lightweight mullion panel, and is formed of aerated concrete panels or lightweight aggregate concrete panels, and reinforcing steel is disposed in the panels.
5. The composite wall of claim 1, wherein the construction columns (120) are of a prefabricated reinforced concrete structure, a wood structure or a laminated wood structure.
6. The composite wall body of claim 1, wherein the lintel (130) is a precast reinforced concrete lintel or is an aerated concrete slab or a lightweight aggregate concrete slab, and is configured with reinforcing bars according to design requirements.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122312521.9U CN216840051U (en) | 2021-09-24 | 2021-09-24 | Assembled combined wall adopting vertical strip plates |
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| Application Number | Priority Date | Filing Date | Title |
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| CN202122312521.9U CN216840051U (en) | 2021-09-24 | 2021-09-24 | Assembled combined wall adopting vertical strip plates |
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| CN216840051U true CN216840051U (en) | 2022-06-28 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114016639A (en) * | 2021-09-24 | 2022-02-08 | 清华大学建筑设计研究院有限公司 | Assembly type combined wall adopting vertical strip plates and connecting method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114016639A (en) * | 2021-09-24 | 2022-02-08 | 清华大学建筑设计研究院有限公司 | Assembly type combined wall adopting vertical strip plates and connecting method thereof |
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