CN217517933U - Standardized full-dry operation building structure - Google Patents
Standardized full-dry operation building structure Download PDFInfo
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- CN217517933U CN217517933U CN202221116775.1U CN202221116775U CN217517933U CN 217517933 U CN217517933 U CN 217517933U CN 202221116775 U CN202221116775 U CN 202221116775U CN 217517933 U CN217517933 U CN 217517933U
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Abstract
The utility model provides a standardized full-dry operation construction structure, relates to assembled construction technical field, including prefabricated light steel light concrete wall, set up the prefabricated light steel light concrete entrance to a cave wall between prefabricated light steel light concrete wall side facade, set up the prefabricated light steel light concrete lintel between prefabricated light steel light concrete entrance to a cave wall top surface, set up the prefabricated light steel light concrete shaped column of connecting the corner between prefabricated light steel light concrete wall and set up the precast floor between prefabricated light steel light concrete wall top surface. The utility model discloses well all components are batch production, and with prefabricated component standardization, connected node standardization, realize the full dry operation of connected node, the construction is simple, has improved the convenience of construction, has greatly shortened building structure's construction period. The utility model discloses full assembled light steel light concrete structural system construction method can lay the direction through concatenation and the floor that changes the light steel skeleton of floor, can easily realize falling building requirements such as board, staggered floor.
Description
Technical Field
The utility model relates to an assembly type construction technical field especially relates to a structure is built in standardized full dry work.
Background
The light steel and light concrete structure is a structural system which takes thin-wall light steel and light concrete as main materials and combines light steel prefabrication assembly and light concrete cast-in-place. The thin-wall light steel and the light concrete work cooperatively, and the earthquake resistance is excellent; the thin-wall light steel is wrapped by the light concrete, so that the fire resistance is good; the solid wall has no hollow sense, good heat preservation, heat insulation and sound insulation performance and wide application prospect in the field of village and town buildings in China.
However, in the existing construction technology, because the light steel and light concrete structure needs on-site formwork erecting and pouring wet construction, the construction process is complicated, the construction period is long, a large amount of labor is consumed, and the requirement on the on-site construction technology is higher.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a standardized full dry operation building structure solves the lower problem of cast-in-place light steel lightweight concrete structural system industrialization degree.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a standardized full-dry operation building structure comprises prefabricated light steel light concrete walls, prefabricated light steel light concrete opening walls arranged between side vertical surfaces of the prefabricated light steel light concrete walls, prefabricated light steel light concrete lintels arranged between top surfaces of the prefabricated light steel light concrete opening walls, prefabricated light steel light concrete shaping columns arranged at connecting corners between the prefabricated light steel light concrete walls and prefabricated floor slabs arranged between the top surfaces of the prefabricated light steel light concrete walls.
The horizontal seam between the prefabricated light steel light concrete wall and the prefabricated floor slab is connected with the screw through the horizontal connecting piece.
The vertical seams between the prefabricated light steel lightweight concrete wall and the prefabricated light steel lightweight concrete opening wall, between the prefabricated light steel lightweight concrete lintel and between the prefabricated light steel lightweight concrete shaping columns are connected through vertical connectors and screws.
And the horizontal joint between the prefabricated light steel light concrete hole wall and the prefabricated light steel light concrete lintel is connected with the screw through a horizontal connecting piece.
Further preferred technical solution: the prefabricated light steel light concrete wall comprises a wall light steel framework and light concrete poured inside the wall light steel framework.
The light steel framework comprises light steel stand columns which are vertically arranged at intervals, a top guide beam which is buckled between the top ends of the light steel stand columns, a bottom guide beam which is buckled between the bottom ends of the light steel stand columns and a horizontal brace which is connected between the side faces of the light steel stand columns.
Mortar layers are coated on two sides of the prefabricated light steel light concrete wall, and steel wire mesh sheets or glass fiber mesh fabrics are arranged in the mortar layers.
Further preferred technical solution: the prefabricated light steel light concrete opening wall and the prefabricated light steel light concrete lintel structure form are the same as the prefabricated light steel light concrete wall.
Further preferred technical scheme: the prefabricated floor slab is a dry floor slab.
The dry type floor slab comprises a floor slab light steel framework, an upper covering plate arranged on the upper layer of the floor slab light steel framework, a lower covering plate arranged on the lower layer of the floor slab light steel framework and a filling material filled in the floor slab light steel framework.
The floor slab light steel framework comprises rectangular light steel beams and floor beams, and the rectangular light steel beams are arranged at two ends of the floor beams.
The rectangular light steel beam comprises a rectangular light steel pipe and light concrete filled in the rectangular light steel pipe.
Further preferred technical solution: and laying a steel wire mesh on the upper surface of the dry floor slab and pouring light concrete to form the wet floor slab.
Further preferred technical solution: the prefabricated light steel and light concrete shaped column is formed by splicing light steel pipes or solid plate C-shaped light steel and light concrete.
Further preferred technical scheme: the section of the prefabricated light steel and light concrete shaping column is L-shaped, T-shaped, cross-shaped or special-shaped.
Further preferred technical solution: and adjusting the connecting position of the floor beam and the rectangular light steel beam in the adjacent two-span structure along the beam height direction to form a height difference on the top surface of the prefabricated floor slab so as to form a floor slab lifting plate.
Further preferred technical scheme: and changing the direction of the floor beam at the staggered floor position and the height of the prefabricated light steel light concrete wall to form the staggered floor of the floor.
Further preferred technical solution: the horizontal joint between the lower end of the precast light steel light concrete lintel and the upper end of the precast light steel light concrete hole wall is connected by a horizontal connecting piece and a screw; vertical seams between the prefabricated light steel and light concrete hole walls are connected through vertical connecting pieces and screws; vertical seams between two ends of the prefabricated light steel lightweight concrete lintel and between the prefabricated light steel lightweight concrete hole wall and the prefabricated light steel lightweight concrete wall are connected through vertical connecting pieces and screws; forming a door and window opening.
Compared with the prior art, the utility model has the following characteristics and beneficial effect:
1. the utility model discloses standardized full dry operation construction structure comprises prefabricated components such as prefabricated light steel light concrete wall, prefabricated light steel light concrete entrance to a cave wall, prefabricated light steel light concrete lintel, prefabricated light steel light concrete shaped column and prefabricated floor, and the standardization level is high to can satisfy the requirement of assembling of most house types.
2. The utility model discloses in, all components are batch production, can realize the direct dry-type operation in scene, only adopt connecting piece and screw just can the modularization assemble, not only the construction is simple, has shortened construction period moreover greatly.
3. The utility model discloses standardized full dry construction constructs the structure, can lay the direction through concatenation and the floor that changes the light steel skeleton of floor, can easily realize falling building requirements such as board, staggered floor.
Drawings
Fig. 1 is a perspective view of the prefabricated light steel light concrete wall of the present invention.
Fig. 2 is a sectional view of the prefabricated light steel light concrete wall of the present invention.
Fig. 3 is a perspective view of the light steel frame of the prefabricated light steel concrete wall of the present invention.
Fig. 4 is a perspective view of the solid plate C-type light steel of the present invention.
Fig. 5 is a perspective view of the web open-cell C-type light steel of the present invention.
Fig. 6 is a perspective view of the U-shaped light steel of the present invention.
Fig. 7 is a perspective view of the floor slab light steel framework of the floor slab of the utility model.
Fig. 8 is a perspective view of the rectangular light steel pipe of the present invention.
Fig. 9 is a sectional view of the dry floor of the present invention.
Fig. 10 is a sectional view of the wet floor according to the present invention.
Fig. 11 is a perspective view of the L-shaped prefabricated lightweight concrete shaped column of the present invention.
Fig. 12 is a perspective view of the T-shaped prefabricated lightweight steel lightweight concrete shaped column of the present invention.
Fig. 13 is a perspective view of the cross-shaped prefabricated light steel and light concrete shaped column of the present invention.
Fig. 14 is a perspective view of the special-shaped prefabricated light steel and light concrete shaped column of the present invention.
Figure 15 is the utility model discloses a floor falls the schematic diagram of board.
Fig. 16 is a schematic view of the staggered layer of the present invention.
Fig. 17 is a schematic view of the door and window opening of the present invention.
Fig. 18 is a schematic view of the standardized all-dry construction structure of the present invention.
Reference numerals: 1-prefabricated light steel lightweight concrete wall, 2-prefabricated light steel lightweight concrete opening wall, 3-prefabricated light steel lightweight concrete lintel, 4-prefabricated light steel lightweight concrete shaped column, 5-prefabricated floor slab, 6-light concrete, 7-horizontal connecting piece, 8-vertical connecting piece, 9-solid plate C type light steel, 10-web plate open-hole C type light steel, 11-U type light steel, 12-rectangular light steel pipe,
1.1-wall light steel skeleton, 1.2-mortar layer,
1.1.1-light steel upright column, 1.1.2-top guide beam, 1.1.3-bottom guide beam, 1.1.4-horizontal brace,
5.1-floor slab light steel skeleton, 5.2-upper covering plate, 5.3-lower covering plate, 5.4-filling material, 5.5-steel wire mesh,
5.1.1-rectangular light steel beam, 5.1.2-floor beam.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1 to 18, the utility model relates to a standardized all dry work construction structure, including prefabricated light steel light concrete wall 1, set up prefabricated light steel light concrete entrance to a cave wall 2 between prefabricated light steel light concrete wall 1 side facade, set up prefabricated light steel light concrete lintel 3 between prefabricated light steel light concrete entrance to a cave wall 2 top surfaces, set up prefabricated light steel light concrete shaped column 4 and the prefabricated floor 5 of setting between prefabricated light steel light concrete wall 1 top surface of connecting the corner between prefabricated light steel light concrete wall 1.
The horizontal joints of the prefabricated light steel lightweight concrete wall 1 and the prefabricated floor slab 5 are connected through horizontal connecting pieces and screws, the vertical joints of the prefabricated light steel lightweight concrete wall 1, the prefabricated light steel lightweight concrete hole wall 2, the prefabricated light steel lightweight concrete lintel 3 and the prefabricated light steel lightweight concrete shaping column 4 are connected through vertical connecting pieces and screws, and the horizontal joints of the prefabricated light steel lightweight concrete hole wall 2 and the prefabricated light steel lightweight concrete lintel 3 are connected through horizontal connecting pieces and screws.
The prefabricated light steel light concrete wall 1 is produced by a wall light steel framework 1.1 matched with the prefabricated light steel light concrete wall in shape and light concrete 6 poured inside the light steel framework by utilizing a standard modulus or a customized modulus; the prefabricated light steel light concrete hole wall 2 and the prefabricated light steel light concrete lintel 3 have the same structural form as the prefabricated light steel light concrete wall 1, and the size is determined according to specific requirements.
The light steel framework 1.1 comprises light steel upright posts 1.1.1, top guide beams 1.1.2, bottom guide beams 1.1.3 and horizontal braces 1.1.4; when the top guide beam, the bottom guide beam and the horizontal brace are respectively connected with the light steel upright post, welding or screw connection can be adopted to form the light steel framework.
The light steel upright columns 1.1.1 adopt solid plate C-shaped light steel 9 when the edge of the light steel light concrete wall 1 is prefabricated, and adopt web plate open-hole C-shaped light steel 10 when the interior of the light steel light concrete wall 1 is prefabricated; the light steel upright columns 1.1.1 are vertically arranged and are transversely arranged at intervals; the openings of the light steel upright columns 1.1.1 at the two ends are arranged inwards; the light steel upright posts 1.1.1 are arranged according to a size modulus of 600mm or a certain size modulus.
The top guide beam 1.1.2 and the bottom guide beam 1.1.3 can adopt U-shaped light steel 11; the top guide beam 1.1.2 is wrapped between the top ends of the light steel upright posts, and the bottom guide beam 1.1.3 is wrapped between the bottom ends of the light steel upright posts; the top guide beam 1.1.2 and the bottom guide beam 1.1.3 are arranged with their openings facing inwards.
The horizontal brace 1.1.4 is a rectangular light steel strip with a certain thickness; the horizontal braces 1.1.4 are connected between the two side faces of the light steel upright post and connected with the flange of the light steel upright post 1.1.1, and the horizontal braces are arranged at intervals in the height direction.
The light concrete 6 is polyphenyl granule concrete or foam concrete.
Two sides of the prefabricated light steel and light concrete wall 1 are covered with mortar layers 1.3; in order to facilitate the connection between the prefabricated light steel lightweight concrete walls 1 and the prefabricated floor slabs 5, the coverage area of the mortar layer 1.3 does not include the flange positions of two light steel upright columns at two ends of the prefabricated light steel lightweight concrete walls 1 and the top and bottom guide beams; and a steel wire mesh or glass fiber mesh cloth can be arranged in the mortar layer 1.3 for wall body reinforcement.
The width of the prefabricated lightweight steel lightweight concrete wall 1 can be 600mm, 1200mm, 1800mm or other dimensions.
The cross section of the prefabricated light steel and light concrete shaped column 4 has four types of L shape, T shape, cross shape and special shape, and the prefabricated light steel and light concrete shaped column 4 can be formed by splicing light steel pipes or solid plate C type light steel and light concrete according to the shape and the size in engineering.
The prefabricated floor 5 can be divided into a dry floor and a wet floor; the main bearing structures of the dry floor slab and the wet floor slab are both composed of floor beams and rectangular light steel beams arranged at the end parts of the floor beams.
The dry type floor slab comprises a floor slab light steel framework 5.1, an upper covering plate 5.2, a lower covering plate 5.3 and a filling material 5.4, wherein the floor slab light steel framework comprises a rectangular light steel beam 5.1.1 and a floor slab beam 5.1.2, the rectangular light steel beam is formed by filling light concrete in a rectangular light steel pipe, and the floor slab beam is made of solid plate C-type light steel.
Rectangular light steel beams 5.1.1 are arranged at two ends of the floor beam and are connected with horizontal seams of the prefabricated light steel concrete walls on the upper layer and the lower layer through connecting pieces and screws.
The rectangular light steel beam 5.1.1 and the floor beam 5.1.2 can be connected by welding or screws to form a floor light steel framework.
The floor slab beam and the rectangular light steel beam in the adjacent two-span structure are adjusted to form a height difference on the top surface of the prefabricated floor slab along the beam height direction, so that the floor slab can be lowered, and the purpose of floor slab staggering is achieved by changing the direction of the floor slab beam at the staggered floor position and the height of the prefabricated light steel light concrete wall.
The spacing between the floor beams in the floor slab light steel framework 5.1 can be 600mm or other fixed modulus, and the width of the prefabricated floor slab can be 600mm, 1200mm, 1800mm or other sizes.
The upper covering board 5.2 can be a fiber cement board, a calcium silicate board, a gypsum board, a press building board or the like, and the lower covering board can be a fiber cement board, a calcium silicate board, a gypsum board or the like.
The upper covering plate 5.2 and the lower covering plate 5.3 are fixed on the flange of the floor beam through screws.
The filling material 5.4 can adopt heat-insulating, light and sound-absorbing materials such as rock wool or glass wool and the like, and is filled in the light steel framework of the floor slab between the upper covering plate and the lower covering plate.
The wet floor slab can be laid with a steel wire mesh 5.5 on the basis of the dry floor slab and poured with light concrete.
The lower end of the prefabricated light steel light concrete lintel 3 is connected with the horizontal joint at the upper end of the prefabricated light steel light concrete opening wall 2 through a horizontal connecting piece and a screw, the vertical joints between the prefabricated light steel light concrete opening walls 2 are connected through a vertical connecting piece and a screw, and the two ends of the prefabricated light steel light concrete lintel 3, the prefabricated light steel light concrete opening wall 2 and the vertical joints of the prefabricated light steel light concrete wall 1 are connected through vertical connecting pieces and screws, so that the establishment of a door and window opening is realized.
The prefabricated light steel light concrete wall, the prefabricated light steel light concrete hole wall and the prefabricated light steel light concrete lintel are produced by a light steel framework matched with the prefabricated light steel light concrete hole wall in shape and light concrete poured inside the light steel framework by utilizing a standard modulus or a customized modulus; the prefabricated floor slab comprises a dry floor slab and a wet floor slab, wherein the main bearing structures of the dry floor slab and the wet floor slab are respectively composed of a floor beam and a rectangular light steel beam arranged at the end part of the floor beam; t-shaped, L-shaped, cross-shaped or special-shaped prefabricated light steel light concrete shaped columns are adopted at the corner positions of the wall body on the same layer, and the rest wall sections are connected in a straight line, so that the independent design of the prefabricated light steel light concrete wall at the corner position is avoided, and the construction steps are simplified; the slab descending of the floor slab achieves the slab descending purpose by adjusting the height difference of the floor slab beams, and the slab staggering is realized by changing the direction of the floor slab beams at the staggering position and the height of the prefabricated light steel light concrete wall; the utility model discloses standardize prefabricated component, connected node is standardized, connected node does the operation totally, construction operation simplification, has improved the convenience of construction, has greatly shortened building structure's construction period.
A building method of a standardized full-dry operation building structure is a matched building method of a prefabricated light steel concrete wall 1, a prefabricated light steel concrete opening wall 2, a prefabricated light steel concrete lintel 3, a prefabricated light steel concrete shaping column 4 and a prefabricated floor slab 5.
The prefabricated light steel light concrete walls 1 and the prefabricated light steel light concrete walls 1 are connected with the prefabricated light steel light concrete opening wall 2 and the prefabricated light steel light concrete shaping column 4 through vertical connecting pieces and screws, the vertical connecting pieces are rectangular light steel plates with certain thicknesses, and the vertical connecting pieces are arranged on the exposed light steel upright column flanges of the prefabricated light steel light concrete walls 1 and are fixed on the light steel upright columns through screws; the prefabricated light steel light concrete lintel 3 is connected with the prefabricated light steel light concrete opening wall 2 through a horizontal connecting piece and a screw, the horizontal connecting piece is a rectangular light steel plate with a certain thickness, and the prefabricated light steel light concrete lintel 3 is connected with the prefabricated light steel light concrete wall 1 through a vertical connecting piece and a screw; the prefabricated light steel light concrete wall 1 is connected with the prefabricated floor slab 5 through a horizontal connecting piece and a screw.
The construction method of the standardized full-dry operation construction structure comprises the following steps:
a1: and processing the prefabricated light steel lightweight concrete wall 1, the prefabricated light steel lightweight concrete opening wall 2, the prefabricated light steel lightweight concrete lintel 3, the prefabricated light steel lightweight concrete shaped column 4 and the prefabricated floor slab 5 according to the prefabricated component deepening drawing in a factory.
A2: firstly, mounting prefabricated light steel and light concrete shaped columns 4 at each node position on site, and then mounting prefabricated light steel and light concrete walls 1 and prefabricated light steel and light concrete hole walls 2 between the prefabricated light steel and light concrete shaped columns 4; vertical seams among the same-layer prefabricated light steel light concrete wall 1, the prefabricated light steel light concrete shaped column 4 and the prefabricated light steel light concrete opening wall 2 are respectively connected through vertical connecting pieces and screws, the vertical connecting pieces are aligned with horizontal braces in each prefabricated part, and the inner side and the outer side of each prefabricated part are fixed.
A3: and (3) putting two ends of the prefabricated light steel lightweight concrete lintel 3 on the upper part of the prefabricated light steel lightweight concrete entrance to a cave wall 2, and installing a horizontal connecting piece at the horizontal joint position of the lapping part of the prefabricated light steel lightweight concrete lintel 3 and the prefabricated light steel lightweight concrete entrance to a cave wall 2 and fixing the horizontal connecting piece by using a screw.
A4: after the fixed connection of the prefabricated light steel light concrete wall 1, the prefabricated light steel light concrete opening wall 2, the prefabricated light steel light concrete lintel 3 and the prefabricated light steel light concrete shaped column 4 in the same floor is completed, the prefabricated floor slab 5 is hoisted, the rectangular light steel beams at two ends of the prefabricated floor slab 5 are arranged at the top of the prefabricated light steel light concrete wall 1, the top guide beam in the prefabricated light steel light concrete wall 1 and the rectangular light steel beams in the prefabricated floor slab 5 are connected by adopting a horizontal connecting piece and screws, the horizontal connecting piece is suitable for aligning with the light steel upright column in the prefabricated light steel light concrete wall 1, and the inner side and the outer side of the prefabricated light steel light concrete wall 1 are fixed.
A5: after the top of the prefabricated light steel concrete wall 1 and the bottom of the rectangular light steel beam are fixed, the upper layer of the prefabricated light steel concrete wall 1, the prefabricated light steel concrete opening wall 2 and the prefabricated light steel concrete shaping column 4 are installed, the bottom of the upper layer of the prefabricated light steel concrete wall 1, the prefabricated light steel concrete opening wall 2 and the prefabricated light steel concrete shaping column 4 is connected with the rectangular light steel beam at the end part of the prefabricated floor slab 5 through horizontal connecting pieces and screws, upper layer components are installed in sequence according to the method, and finally the construction of a standardized full-dry operation construction structure is completed.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (10)
1. The utility model provides a standardized full-dry operation building structure which characterized in that: the prefabricated light steel light concrete wall comprises prefabricated light steel light concrete walls (1), prefabricated light steel light concrete opening walls (2) arranged between side vertical surfaces of the prefabricated light steel light concrete walls (1), prefabricated light steel light concrete lintels (3) arranged between top surfaces of the prefabricated light steel light concrete opening walls (2), prefabricated light steel light concrete shaping columns (4) arranged at connecting corners among the prefabricated light steel light concrete walls (1) and prefabricated floor slabs (5) arranged between the top surfaces of the prefabricated light steel light concrete walls (1);
the horizontal seam between the prefabricated light steel light concrete wall (1) and the prefabricated floor slab (5) is connected with a screw through a horizontal connecting piece (7);
vertical seams among the prefabricated light steel light concrete wall (1), the prefabricated light steel light concrete hole wall (2), the prefabricated light steel light concrete lintel (3) and the prefabricated light steel light concrete shaped column (4) are connected through vertical connecting pieces (8) and screws;
the horizontal joint between the prefabricated light steel light concrete hole wall (2) and the prefabricated light steel light concrete lintel (3) is connected with a screw through a horizontal connecting piece.
2. The standardized full dry construction structure according to claim 1, wherein: the prefabricated light steel light concrete wall (1) comprises a wall light steel framework (1.1) and light concrete (6) poured inside the wall light steel framework;
the light steel framework (1.1) comprises light steel upright posts (1.1.1) which are vertically arranged at intervals, top guide beams (1.1.2) which are buckled between the top ends of the light steel upright posts (1.1.1), bottom guide beams (1.1.3) which are buckled between the bottom ends of the light steel upright posts (1.1.1) and horizontal braces (1.1.4) which are connected between the side surfaces of the light steel upright posts (1.1.1);
mortar layers (1.2) are covered on two sides of the prefabricated light steel light concrete wall (1), and steel wire mesh sheets or glass fiber mesh fabrics are arranged in the mortar layers (1.2).
3. The standardized full dry construction building structure according to claim 2, wherein: the prefabricated light steel light concrete hole wall (2) and the prefabricated light steel light concrete lintel (3) have the same structural form as the prefabricated light steel light concrete wall (1).
4. The standardized full dry construction building structure according to claim 1, wherein: the prefabricated floor slab (5) is a dry floor slab;
the dry type floor slab comprises a floor slab light steel framework (5.1), an upper covering plate (5.2) arranged on the upper layer of the floor slab light steel framework, a lower covering plate (5.3) arranged on the lower layer of the floor slab light steel framework and a filling material (5.4) filled in the floor slab light steel framework;
the floor slab light steel framework (5.1) comprises rectangular light steel beams (5.1.1) and floor beams (5.1.2), wherein the rectangular light steel beams are arranged at two ends of the floor beams;
the rectangular light steel beam comprises a rectangular light steel pipe (12) and light concrete (6) filled in the rectangular light steel pipe.
5. The standardized full dry construction structure according to claim 4, wherein: and (3) paving a steel wire mesh (5.5) on the upper surface of the dry type floor slab and pouring light concrete (6) to form the wet type floor slab.
6. The standardized full dry construction building structure according to claim 1, wherein: the prefabricated light steel and light concrete shaped column (4) is formed by splicing light steel pipes or solid plate C-shaped light steel and light concrete.
7. The standardized full dry construction building structure according to claim 6, wherein: the section of the prefabricated light steel and light concrete shaped column (4) is L-shaped, T-shaped, cross-shaped or special-shaped.
8. The standardized full dry construction structure according to claim 4, wherein: and adjusting the connecting positions of the floor beam and the rectangular light steel beam in the two adjacent span structures along the beam height direction to form a height difference on the top surface of the precast floor slab (5) so as to form a floor slab lifting plate.
9. The standardized full dry construction structure according to claim 4, wherein: and changing the direction of the floor beam at the staggered floor position and the height of the prefabricated light steel light concrete wall (1) to form the staggered floor of the floor.
10. The standardized full dry construction building structure according to any one of claims 1 to 9, wherein: the horizontal joint between the lower end of the prefabricated light steel light concrete lintel (3) and the upper end of the prefabricated light steel light concrete hole wall (2) is connected by a horizontal connecting piece (7) and a screw; vertical seams among the prefabricated light steel and light concrete opening walls (2) are connected through vertical connecting pieces and screws; vertical seams at two ends of the prefabricated light steel concrete lintel (3) and between the prefabricated light steel concrete opening wall (2) and the prefabricated light steel concrete wall (1) are connected through vertical connecting pieces (8) and screws; forming a door and window opening.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221116775.1U CN217517933U (en) | 2022-05-11 | 2022-05-11 | Standardized full-dry operation building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221116775.1U CN217517933U (en) | 2022-05-11 | 2022-05-11 | Standardized full-dry operation building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217517933U true CN217517933U (en) | 2022-09-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221116775.1U Active CN217517933U (en) | 2022-05-11 | 2022-05-11 | Standardized full-dry operation building structure |
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| Country | Link |
|---|---|
| CN (1) | CN217517933U (en) |
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2022
- 2022-05-11 CN CN202221116775.1U patent/CN217517933U/en active Active
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