CN108487511B - Wall structure of integrated house - Google Patents
Wall structure of integrated house Download PDFInfo
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- CN108487511B CN108487511B CN201810200398.1A CN201810200398A CN108487511B CN 108487511 B CN108487511 B CN 108487511B CN 201810200398 A CN201810200398 A CN 201810200398A CN 108487511 B CN108487511 B CN 108487511B
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- 230000002093 peripheral effect Effects 0.000 claims abstract description 15
- 239000012634 fragment Substances 0.000 claims abstract description 14
- 238000005452 bending Methods 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 80
- 239000010959 steel Substances 0.000 claims description 80
- 239000004567 concrete Substances 0.000 claims description 15
- 239000002023 wood Substances 0.000 claims description 11
- 238000005266 casting Methods 0.000 claims description 10
- 239000011381 foam concrete Substances 0.000 claims description 4
- 230000007704 transition Effects 0.000 claims 1
- 238000000034 method Methods 0.000 abstract description 5
- 238000005260 corrosion Methods 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 241000238631 Hexapoda Species 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 2
- 239000003755 preservative agent Substances 0.000 description 2
- 230000002335 preservative effect Effects 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 238000007792 addition Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2002/867—Corner details
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention provides a wall structure of an integrated house, and belongs to the technical field of machinery. It has solved current wall structure joint strength and poor stability, the problem of building efficiency low. This wall structure in integrated house, including interior enclosure, peripheral wall and vertical setting at the support fossil fragments between the corner of enclosure and peripheral wall, the support fossil fragments include the transversal backup pad of personally submitting the form of buckling, and the backup pad forms the connecting plate along the both sides border of rectangular direction all inwards bending, is fixed with the connecting piece that is used for connecting supporting beam on at least one connecting plate, forms the opening between two connecting plates, and the corner of interior enclosure passes the opening and lie in the inside of support fossil fragments. Among this wall structure, supporting beam is direct to be connected on the support fossil fragments through the connecting piece, and the intensity of connection and stability are also higher, and in the building process, can be with whole wall structure well after building, place the floor again, and holistic building efficiency is higher.
Description
Technical Field
The invention belongs to the technical field of machinery, and relates to a wall structure of an integrated house.
Background
The integrated house consists of a structure system, a ground system, a floor system, a wall system and a roof system, wherein each system consists of a plurality of unit modules, the unit modules are manufactured in a factory, and the house is assembled on site by the unit modules.
The existing residential house, such as Chinese patent application (application number: 201310457792.0), discloses a steel structure concrete internal and external heat preservation integrated module building house, which comprises a reinforced concrete foundation and a plurality of section steel columns with the bottom ends installed on the reinforced concrete foundation and used as a column steel structure framework; the lower ends of the two section steel columns are connected with transverse section steel, the two section steel columns are also connected with an outer side channel steel and an inner side channel steel which serve as beam steel structure frameworks and are opposite in opening, and a gap serving as a concrete pouring opening is reserved between the two channel steel; a plurality of longitudinal section steels which are arranged in parallel at intervals are respectively connected between the transverse section steel and the adjacent beam body frameworks and between the adjacent beam body frameworks; the outer side of the longitudinal profile steel is provided with a wall outer layer heat-insulating layer and a wall outer side plate fixed on the outer side surface of the wall outer layer heat-insulating layer, and the inner side of the longitudinal profile steel is provided with a wall inner layer heat-insulating layer and a wall inner side plate fixed on the outer side surface of the wall inner layer heat-insulating layer; gaps for pouring concrete are reserved between the inner side and the outer side of the longitudinal section steel and the wall heat-insulating layer on the same side respectively; or a gap for pouring concrete is reserved between one of the inner side and the outer side of the longitudinal section steel and the wall body heat-insulating layer on the same side of the longitudinal section steel, and the other side of the longitudinal section steel leans against the side wall body heat-insulating layer; the outer side of the outer channel steel is provided with a beam outer-layer heat-insulating layer and a beam outer side plate fixed on the outer side surface of the beam outer-layer heat-insulating layer, and the inner side of the inner channel steel is provided with a beam inner-layer heat-insulating layer and a beam inner side plate fixed on the outer side surface of the beam inner-layer heat-insulating layer; gaps for pouring concrete are respectively reserved between the outer side channel steel and the outer insulation layer of the beam body and between the inner side channel steel and the inner insulation layer of the beam body; a column heat-insulating layer and a column outer side plate fixed on the outer side surface of the column heat-insulating layer are arranged on the outer side of the side surface of the section steel column, which is not butted with the beam body and the wall body; cement or concrete is poured between the channel steel on the inner side and the channel steel on the outer side, between the heat-insulating layer of the inner wall layer and the heat-insulating layer of the outer wall layer and between the heat-insulating layer of the column body and the section steel column; the beam structure also comprises a floor slab arranged at the upper end of the beam body. In the building house, the beam body formed by the outer side channel steel and the inner side channel steel is directly connected to the outer wall of the rectangular section steel column, the floor is directly installed at the upper end of the beam body, the outer side channel steel and the inner side channel steel are embedded inside the wall body after concrete is poured in the later period, therefore, in the building process of the house, in order to guarantee enough supporting strength, the lower half wall body can be poured firstly, then the floor is installed on the beam body formed by the outer side channel steel and the inner side channel steel, then the wall body of the upper half part is poured, and after the floor is installed, the beam body formed by the outer side channel steel and the inner side channel steel and each longitudinal section steel need to be connected to the rectangular section steel column, the strength of the upper half wall. If a horizontal support beam is erected on the longitudinal section steel, but each longitudinal section steel is not directly connected with the rectangular section steel column, if the weight of the floor slab is supported by all the longitudinal section steel, the connection strength and stability are poor.
Disclosure of Invention
The invention aims to provide a wall structure of an integrated house aiming at the problems in the prior art, and the technical problems to be solved by the invention are as follows: how to improve the efficiency of the building while ensuring the sufficient connection strength and stability.
The purpose of the invention can be realized by the following technical scheme: the utility model provides a wall structure of integrated house, includes interior enclosure, outer surrounding wall and vertical setting at the support fossil fragments between the corner of interior enclosure and outer surrounding wall, its characterized in that, support fossil fragments include the transversal backup pad of personally submitting the form of buckling, the backup pad forms the connecting plate along the both sides border of rectangular direction equal incurvature, is fixed with the connecting piece that is used for connecting supporting beam on at least one connecting plate, forms the opening between two connecting plates, the corner of interior enclosure passes the opening and be located the inside of supporting fossil fragments.
The supporting keel of the wall structure of the integrated house mainly plays a role of bearing the supporting beam, concrete is poured between the inner wall and the outer wall, an opening is arranged between two connecting plates of the supporting keel, the supporting keel is arranged between the inner wall and the outer wall, the inner wall penetrates through the opening, and the corner of the inner wall is positioned in the opening, so that a connecting piece on the connecting plate is positioned on the inner side of one wall surface of the inner wall, the connecting piece is used for connecting the supporting cross beam, the supporting cross beam penetrates through the wall surface on one side opposite to the connecting piece on the inner wall surface and is positioned in a room on the inner side of the inner wall after being connected, a certain distance is reserved between the supporting cross beam and the wall surface on the other side of the inner wall, therefore, after the whole wall structure is built, a floor slab can be placed, the whole building efficiency is high, and the supporting cross beam is directly connected to the, the strength and the stability of the connection are higher, and the connection can be sufficiently ensured. Simultaneously, support fossil fragments upper shed's setting for whole root support fossil fragments are easy shaping when the preparation, and direct punching press can, and interior bounding wall directly penetrates the corner of opening and interior bounding wall and is located the opening in addition, and interior bounding wall forms the closed cavity structure of a similar "7" style of calligraphy with supporting the cooperation of fossil fragments, makes this wall structure further obtain the promotion again in the joint strength and the stability of corner.
In the wall structure of foretell integrated house, the backup pad includes mutually perpendicular's plate body one and plate body two, and two connecting plates are by plate body one and plate body two inside bending type respectively and mutually perpendicular, the width of plate body one and plate body two is the same, and the width of two connecting plates is the same, the width of connecting plate is 1/3 ~ 1/2 of plate body one or plate body two width. By adopting the design, the partial structural characteristics of the two sides of the corner of the supporting keel are the same, the inner surrounding wall extends into the pouring cavity II to seal the opening to form a 7-shaped sealed cavity structure, and the consistency is better, and the strength and the stability are better. And the width between the connecting plate and the first plate body or the second plate body is set, so that a certain distance is reserved between the connecting piece and the wall surface on the other side of the inner surrounding wall after the connecting piece is connected onto the connecting plate, the floor slabs are convenient to directly install and place, the whole building efficiency is high, and the edge of the floor slabs after installation protrudes from one side of the supporting beam to be attached to the wall surface, so that the supporting beam has better supporting stability for the floor slabs.
In the wall structure of the integrated house, the first plate body and the second plate body are in arc transitional connection, one side surface of the connecting plate, which is far away from the first plate body or the second plate body, is a plane, and the side surface is attached to the inner side surface of the inner enclosing wall. One side of connecting plate sets up to the plane, with the laminating nature between the medial surface of interior bounding wall better, make interior bounding wall stretch into the closed cavity structure of "7" style of calligraphy that the opening that will pour chamber two will form after sealing is more stable, pour behind the concrete, make this wall structure's joint strength and stability at the corner further promote again, thereby can guarantee to be used for supporting floor to have sufficient intensity and stability after the supporting beam connects, can construct the back with whole wall structure earlier, place the floor again, holistic building efficiency is higher.
In the wall structure of the integrated house, the connecting pieces are fixed on the two connecting plates. All set up the connecting piece on two connecting plates for the structure that is located the both sides of the support fossil fragments of wall body corner is more symmetrical, and joint strength and stability are more unanimous, and through the setting of two connecting pieces, can select one of them connecting piece installation supporting beam according to the demand moreover, can be in actual building process, according to the convenient setting direction of selecting supporting beam of operation, further improved the efficiency of building. Meanwhile, the two connecting pieces can be provided with the supporting beams to form a crossed supporting beam structure, so that the supporting strength and stability of the floor are further improved.
In the wall structure of the integrated house, the connecting piece is a channel steel, the channel steel is provided with a bottom plate and two side plates, the bottom plate is attached to the plate surface fixed on the connecting plate, one side plate is attached to the inner wall, and the outer plate surface of the other side plate is flush with the outer plate surface of the first plate body or the second plate body. The connecting piece is the channel-section steel, holistic intensity is better with stability, and the bottom plate of channel-section steel pastes to paste and fixes on the face of connecting plate, area of connection between the two is great, the intensity of connection is better with stability, and one of them curb plate pastes and leans on interior bounding wall, a tip for supporting the support crossbeam of floor can directly pass interior bounding wall and connect and fix on the face of curb plate, support crossbeam can not partly unsettled and pour the top of chamber one after stretching into interior bounding wall, pour the intracavity and pour behind the concrete, the power that support crossbeam bore can not be used in interior bounding wall, can not lead to the fact the influence to the structure of interior bounding wall, holistic intensity and stability have been guaranteed. Alternatively, the connecting element can also be an i-shaped profile steel.
In the wall structure of the integrated house, on the same channel steel, the distance between the inner plate surfaces of the two side plates is reduced from the direction of the notch of the channel steel to the direction of the bottom in sequence. Adopt above-mentioned setting between channel-section steel both sides board for the thickness of curb plate and bottom plate junction is thicker, and intensity is better, and the clearance between the board of both sides is roughly the flaring form moreover, behind the concreting, has an outside power to the board of both sides, makes curb plate non-deformable, and the intensity of junction and the stability of connecting are better after the supporting beam connects.
In the wall structure of the integrated house, the bottom plate of the channel steel is connected with the connecting plate through at least one row of wall penetrating bolts, and each row of wall penetrating bolts are distributed along the length direction of the channel steel. The bottom plate of channel-section steel pastes with the connecting plate of supporting keel and leans on, the area of connection is great, and through one row at least wall bolt connection, make the power that bears between channel-section steel and the supporting keel disperse on the wall bolt of each position, can not lead to the fact the influence to being connected between whole channel-section steel and the supporting keel because of the not hard up or the deviation of a certain department, joint strength and stability are all higher, thereby can guarantee to be used for supporting floor to have sufficient intensity and stability after the supporting beam connects, can construct good with whole wall structure, place the floor again, holistic building efficiency is higher.
In the wall structure of the integrated house, strip-shaped anticorrosion wood is further arranged between the side plate, which is not attached to the inner enclosing wall, on the channel steel and the peripheral wall, the length direction of the anticorrosion wood is consistent with that of the channel steel, and the anticorrosion wood tightly abuts between the side plate and the peripheral wall. Anticorrosive timber has characteristics such as anticorrosion, dampproofing, fungi-proofing, insect and ant prevention, mildew-proof and waterproof, can the moist environment of direct contact, through set up anticorrosive timber between enclosure and curb plate, can prevent effectively that the moisture of outer wall infiltration from causing the corruption to the channel-section steel, has guaranteed that the channel-section steel has higher intensity all the time. And through the arrangement of the anti-corrosion wood, a cavity in a shape like a Chinese character '7' can be formed among the two anti-corrosion woods, the side plates of the two connecting pieces and the peripheral wall, so that the connection strength and the stability of the wall body at the corner are further improved.
In the wall structure of the integrated house, a first pouring cavity is formed between the inner enclosing wall and the outer enclosing wall, the supporting keel is arranged at a corner of the first pouring cavity, foamed concrete is poured in the first pouring cavity, the corner of the inner enclosing wall penetrates through the opening and is surrounded with the supporting keel to form a second pouring cavity, and common concrete is poured in the second pouring cavity. The foamed concrete has small density, light weight, capacity of raising the bearing capacity of wall, high heat insulating performance, high sound and fire resistance, high durability, high waterproof performance, capacity of preventing corrosion of connecting parts and other parts and high strength.
Compared with the prior art, the wall structure of the integrated house has the following advantages:
1. interior enclosure passes the opening of support keel and the corner of interior enclosure is located the opening, thereby make on two connecting plates connecting piece all be located the inboard of one of them wall of interior enclosure, the connecting piece is used for connecting supporting beam, and supporting beam all wears out interior enclosure and is located the inboard room of interior enclosure after connecting, therefore, at the building in-process, can be after whole wall structure has been built earlier, place the floor again, holistic building efficiency is higher, and the corner of interior enclosure is located the opening, seal the opening and form the closed cavity structure of a similar "7" style of calligraphy, make this wall structure's joint strength and stability at the corner further promote again, supporting beam is direct to be connected on support keel through the connecting piece, the intensity of connection and stability are also higher, can obtain sufficient assurance.
2. The connecting piece is the channel-section steel, and the bottom plate of channel-section steel pastes and fixes on the face of connecting plate, area of connection between the two is great, and wear the wall bolt fastening through at least one row, the intensity and the stability of integral connection are better, and one of them curb plate pastes and leans on interior wall, a tip for supporting the support crossbeam of floor can directly pass interior wall and connect and fix on the face of curb plate, can not partly unsettled and pour the top of chamber one after the wall in the supporting beam stretches into, pour the intracavity one after pouring the concrete, the power that supporting beam bore can not be used in on the interior wall, can not lead to the fact the influence to the structure of interior wall, holistic intensity and stability have been guaranteed.
3. Through anticorrosive ligneous setting for two anticorrosive wood, also can form the cavity of a "7" style of calligraphy between curb plate and the peripheral wall of two connecting pieces, further increased the joint strength and the stability of wall body at the corner, anticorrosive wood has characteristics such as anticorrosion, dampproofing, fungi-proofing, protection against insects ant, mildew and waterproof simultaneously, can effectively prevent that the moisture of outer wall infiltration from causing the corruption to the channel-section steel, guaranteed that the channel-section steel has higher intensity all the time.
Drawings
Fig. 1 is a partial sectional view of a wall structure of the present integrated house.
Fig. 2 is a schematic view of the wall structure of the integrated house.
Fig. 3 is a partial structural view of the wall structure of the integrated house.
Figure 4 is a perspective view of the support grid and connectors.
In the figure, 1, an inner wall; 2. a peripheral wall; 3. pouring a first cavity; 4. a support keel; 4a, pouring a cavity II; 4b, a first plate body; 4c, a second plate body; 4d, connecting plates; 4e, opening; 5. a connecting member; 5a, a bottom plate; 5b, side plates; 6. a through-wall bolt; 7. preserving the wood; 8. a support beam; 9. and (7) a floor slab.
Detailed Description
The following are specific embodiments of the present invention and are further described with reference to the drawings, but the present invention is not limited to these embodiments.
As shown in fig. 1-4, the integrated house is surrounded by the wall structure to form a living space, the wall structure includes an inner wall 1 and an outer wall 2, a first casting cavity 3 is formed between the inner wall 1 and the outer wall 2, a vertically arranged support keel 4 is arranged in the first casting cavity 3, the support keel 4 is arranged at a corner of the first casting cavity 3, a plurality of support longitudinal beams arranged along the vertical direction are further arranged between adjacent support keels 4 in the first casting cavity 3, and foamed concrete is poured in the first casting cavity 3. The wall body structure is also connected with a supporting beam 8, and a floor slab 9 is arranged on the supporting beam 8.
Specifically, the supporting keel 4 is provided with a pouring cavity II 4a, the supporting keel 4 comprises a supporting plate with a bent cross section, the supporting plate comprises a plate body I4 b and a plate body II 4c which are perpendicular to each other, the plate body I4 b and the plate body II 4c are both bent inwards to form a connecting plate 4d, the two connecting plates 4d are perpendicular to each other, the width of the plate body I4 b is the same as that of the plate body II 4c, the width of the two connecting plates 4d is the same, the connecting plate 4d is attached to the inner enclosing wall 1, the connecting plate 4d is attached to the outer enclosing wall 2 or has a gap between the outer enclosing wall 2, and the width of the connecting plate 4d is 1/3-1/2 of the width of the plate body. In this embodiment, a gap is formed between the connecting plate 4d and the peripheral wall 2, and the width of the connecting plate 4d is 1/2 of the width of the first plate 4b or the second plate 4 c. . A connecting piece 5 for connecting the supporting beams 8 is fixed on at least one connecting plate 4d, and in the embodiment, the connecting pieces 5 are fixed on both the two connecting plates 4 d. An opening 4e is formed between the two connecting plates 4d, so that the whole supporting keel 4 is easy to form during manufacturing. Interior enclosure 1 passes opening 4e and the corner of interior enclosure 1 is located support keel 4, interior enclosure 1 seals opening 4e and with support keel 4 between form pour chamber two 4a, the side of one side that plate body 4b or plate body two 4c were kept away from to connecting plate 4d is the plane, and this side pastes on the medial surface including enclosure 1, thereby make connecting piece 5 on two connecting plates 4d all be located the inboard of one of them wall of interior enclosure 1, support beam 8 is worn out interior enclosure 1 and is located the inboard room of interior enclosure 1 after connecting, therefore, in the building process, can be with whole wall structure after building well earlier, place floor 9 again, holistic building efficiency is higher, and support beam 8 is directly connected on support keel 4 through connecting piece 5, the intensity and the stability of connection are also higher, can obtain sufficient assurance. And interior enclosure 1 will pour opening 4e of two 4a in chamber and seal and form the closed cavity structure of a similar "7" style of calligraphy, pour chamber 3 and pour and all pour the concrete in two 4a in the chamber for this wall structure's joint strength and stability in the corner have further obtained promoting again, and supporting beam 8 is directly connected on supporting keel 4 through connecting piece 5, and the intensity of connection and stability are also higher, can obtain sufficient assurance.
Furthermore, the connecting piece 5 is a channel steel, so that the overall strength and stability are better. The channel-section steel has bottom plate 5a and both sides board 5b, on the same channel-section steel, interval between the interior face of both sides board 5b reduces from the notch direction of channel-section steel toward the bottom direction in proper order, make the thickness of curb plate 5b and bottom plate 5a junction thicker, intensity is better, and the clearance between the board 5b of both sides roughly is the flaring form, after concreting, have an outside power to both sides board 5b, make curb plate 5b non-deformable, the intensity of junction and the stability of connection are better after 8 connection of supporting beam.
The specific embodiments described herein are merely illustrative of the spirit of the invention. Various modifications or additions may be made to the described embodiments or alternatives may be employed by those skilled in the art without departing from the spirit or ambit of the invention as defined in the appended claims.
Claims (9)
1. The utility model provides a wall structure of integrated house, includes interior enclosure (1), peripheral wall (2) and vertical setting including support fossil fragments (4) between enclosure (1) and peripheral wall (2), its characterized in that, support fossil fragments (4) are including the backup pad of the transversal form of buckling of personally submitting, the backup pad forms connecting plate (4d) along the both sides border of rectangular direction equal incurvature, is fixed with connecting piece (5) that are used for connecting supporting beam (8) on at least one connecting plate (4d), forms opening (4e) between two connecting plates (4d), the corner of interior enclosure (1) passes opening (4e) and be located the inside of above-mentioned support fossil fragments (4).
2. The wall structure of an integrated house according to claim 1, wherein the supporting plate comprises a first plate body (4b) and a second plate body (4c) which are perpendicular to each other, the two connecting plates (4d) are formed by bending the first plate body (4b) and the second plate body (4c) inwards respectively and are perpendicular to each other, the width of the first plate body (4b) and the width of the second plate body (4c) are the same, the width of the two connecting plates (4d) is the same, and the width of the connecting plates (4d) is 1/3-1/2 of the width of the first plate body (4b) or the width of the second plate body (4 c).
3. The integrated house wall structure according to claim 2, characterized in that the first plate body (4b) and the second plate body (4c) are connected by a circular arc transition, and the side of the connecting plate (4d) away from the first plate body (4b) or the second plate body (4c) is a plane and is attached to the inner side of the inner wall (1).
4. -the wall structure of an integrated house according to claim 1, 2 or 3, characterized in that the above-mentioned connecting pieces (5) are fixed to both connecting plates (4 d).
5. The wall structure of an integrated house according to claim 4, wherein the connecting piece (5) is a channel steel, the channel steel is provided with a bottom plate (5a) and two side plates (5b), the bottom plate (5a) is attached and fixed on the plate surface of the connecting plate (4d), one side plate (5b) is attached on the inner enclosing wall (1), and the outer plate surface of the other side plate (5b) is flush with the outer plate surface of the first plate body (4b) or the second plate body (4 c).
6. The wall structure of the integrated house according to claim 5, wherein the distance between the inner plate surfaces of the two side plates (5b) on the same channel steel is gradually reduced from the direction of the notch of the channel steel to the direction of the bottom.
7. The wall structure of the integrated house according to claim 5, characterized in that the bottom plate (5a) of the channel steel is connected with the connecting plate (4d) through at least one row of wall bolts (6), and each row of wall bolts (6) is distributed along the length direction of the channel steel.
8. The wall structure of the integrated house according to claim 5, characterized in that a long strip of anticorrosion wood (7) is further arranged between the side plate (5b) of the channel steel, which is not abutted to the inner enclosure wall (1), and the peripheral wall (2), the length direction of the anticorrosion wood (7) is consistent with the length direction of the channel steel, and the anticorrosion wood (7) is tightly abutted between the side plate (5b) and the peripheral wall (2).
9. The wall structure of the integrated house according to any one of claims 1-3, wherein a casting cavity I (3) is formed between the inner wall (1) and the outer wall (2), the supporting keel (4) is arranged at the corner of the casting cavity I (3), the casting cavity I (3) is cast with the foamed concrete, the corner of the inner wall (1) penetrates into the opening (4e) and forms a casting cavity II (4a) with the supporting keel (4), and the casting cavity II (4a) is cast with the common concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201810200398.1A CN108487511B (en) | 2018-03-12 | 2018-03-12 | Wall structure of integrated house |
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| CN201810200398.1A CN108487511B (en) | 2018-03-12 | 2018-03-12 | Wall structure of integrated house |
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| CN108487511A CN108487511A (en) | 2018-09-04 |
| CN108487511B true CN108487511B (en) | 2020-02-18 |
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| CN109723149B (en) * | 2019-02-11 | 2024-02-20 | 武汉迈特绿色建筑科技股份有限公司 | Sliding type connecting device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5312122A (en) * | 1976-07-20 | 1978-02-03 | Hiroshi Fukagawa | One side hollow structure panel and method of unit construction by means of its panel |
| US5658483A (en) * | 1995-09-14 | 1997-08-19 | Boeshart; Patrick E. | Corner joint tie |
| CN201031453Y (en) * | 2007-01-12 | 2008-03-05 | 张靖宇 | Novel building plate wall structure |
| CN101260693A (en) * | 2007-03-09 | 2008-09-10 | 刘文博 | Cast-in-situ light weight composite wall and its architecture construction method |
| WO2014068473A1 (en) * | 2012-11-05 | 2014-05-08 | Möller Louis Marius | Permanent formwork building method and components |
| CN205531343U (en) * | 2016-01-22 | 2016-08-31 | 中国建筑一局(集团)有限公司 | Wall post external corner template reinforcing apparatus |
| CN106677371A (en) * | 2017-01-14 | 2017-05-17 | 山东飞越钢结构工程有限公司 | Connecting keel for wall installation |
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Denomination of invention: Wall structure of integrated house Effective date of registration: 20211229 Granted publication date: 20200218 Pledgee: Bank of China Limited Yuhuan sub branch Pledgor: ZHEJIANG TOPSUN LOGISTIC CONTROL Co.,Ltd. Registration number: Y2021330002723 |
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