CN114658276B - Prefabricated steel-concrete structure house system of modularization convenient to transportation - Google Patents
Prefabricated steel-concrete structure house system of modularization convenient to transportation Download PDFInfo
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- CN114658276B CN114658276B CN202210251284.6A CN202210251284A CN114658276B CN 114658276 B CN114658276 B CN 114658276B CN 202210251284 A CN202210251284 A CN 202210251284A CN 114658276 B CN114658276 B CN 114658276B
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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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
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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Abstract
The invention relates to a modular prefabricated steel-concrete structure house system convenient to transport, which comprises a house main body and four support columns arranged at four corners of the house main body, wherein a vertical groove is formed in the outer side surface of each support column, two groups of connecting sheets extend outwards from the inner side of the vertical groove, the two groups of connecting sheets are fixed in the vertical groove through embedded parts, a first row of connecting holes and a second row of connecting holes are formed in each group of connecting sheets along the vertical direction of the connecting sheets, connecting parts corresponding to the two rows of connecting holes are respectively arranged on two sides of a module connecting part, the connecting parts are clamped with the connecting holes, so that two adjacent house main bodies are connected and matched through the module connecting part, and concrete is cast in situ in the vertical groove between the two matched support columns. The house connecting system can be quickly assembled on site in the production and construction of a steel-concrete structure system, and improves the construction speed on the premise of ensuring the construction quality.
Description
Technical Field
The invention belongs to the technical field of assembly type buildings, and relates to a modular prefabricated steel-concrete structure house system convenient to transport.
Background
With the environmental pollution, the national protection of the environment and the expectation of people are continuously increased, the environment-friendly, green and quick building form is favored, and the market prospect is wide.
The modular building is a new building mode and has wide application prospect. The traditional building construction efficiency is low, serious environmental pollution is caused around the construction, and the construction surrounding environment and the life of residents are seriously influenced. The steps are various in the construction process, the specialization degree is low, errors which cause that workers easily appear due to various and various changes of working types in the construction process can slow down or even block the speed of the construction process, and further the construction speed and the construction quality are influenced. These problems are the necessity of highly industrialized assembly type building innovation.
The modular assembly type steel structure house building system is a highly industrialized assembly type building, and is convenient for each construction step of all produced assembly type steel structure suite modules to be carried out by the same construction team due to the fact that construction and decoration with unified specifications are carried out in batches in a factory, so that the construction building specialization degree is greatly improved, the construction efficiency and the construction quality are greatly improved, and meanwhile, the occurrence probability of sudden engineering accidents and errors is greatly reduced.
The existing modular assembly type steel structure house has many parts and irregular shapes, and is often damaged in the transportation process, so that the assembly of the follow-up modular steel structure house is influenced, the transverse and longitudinal simultaneous assembly of the modular steel structure house cannot be realized simultaneously, and the installation efficiency is low and the stability is poor.
Disclosure of Invention
In view of the above, the invention provides a modular prefabricated steel-concrete structure house system convenient to transport, which can combine modularization, factorization, standardization and assembly in the production and construction of the steel-concrete structure system to realize factorization production and on-site rapid assembly, improves the construction speed, reduces the construction period and reduces the construction cost on the premise of ensuring the construction quality, and solves the problems that the existing modular steel-concrete structure house is irregular in shape, often damaged in the transportation process, affects the assembly of the subsequent modular steel-concrete structure house, cannot realize the transverse and longitudinal simultaneous assembly of the modular steel-concrete structure house, and is low in installation efficiency and poor in stability.
In order to achieve the purpose, the invention provides the following technical scheme:
a modular prefabricated steel-concrete structure house system convenient to transport comprises a house main body and four support columns arranged at four corners of the house main body, wherein a vertical groove is formed in the outer side surface of each support column, two groups of connecting plates extend outwards from the inner side of the vertical groove, the two groups of connecting plates are fixed in the vertical groove through embedded parts, each group of connecting plates is vertically provided with a first row of connecting holes and a second row of connecting holes, and the first row of connecting holes and the second row of connecting holes are uniformly arranged at intervals in the vertical direction; when two transverse house main bodies are matched, a first row of connecting holes of one house main body correspond to a second row of connecting holes of the other house main body one by one, and meanwhile, the second row of connecting holes of the house main body correspond to the first row of connecting holes of the other house main body one by one; the module connecting pieces are arranged between the two vertical house main bodies and between the two transverse house main bodies respectively, connecting parts corresponding to the two rows of connecting holes are arranged on two sides of each module connecting piece respectively, the connecting parts are clamped with the connecting holes, so that the two adjacent house main bodies are connected and matched through the module connecting pieces, and concrete is cast in situ in vertical grooves between the two matched supporting columns.
Furthermore, the support column includes the cylinder and sets up perpendicular muscle in the cylinder, interval arrangement be used for connecting the stirrup of erecting the muscle, still be provided with the V-arrangement lacing wire in the cylinder, the both ends of V-arrangement lacing wire are connected to simultaneously erect the muscle.
Further, the built-in fitting includes pre-buried steel sheet, two sets of connection pieces all connect perpendicularly in the pre-buried steel sheet, the dorsal part of pre-buried steel sheet is provided with the couple, the couple is pre-buried in the support column, V-arrangement lacing wire and stirrup are connected to simultaneously the couple.
Further, the embedded part comprises a U-shaped embedded connecting plate, the embedded connecting plate is embedded in the supporting column, and the two groups of connecting plates are connected to two sides of the embedded connecting plate respectively.
Furthermore, third rows of connecting holes are formed in the two sides of the embedded connecting plate and correspond to the stirrups one to one, and the stirrups and the V-shaped lacing wires penetrate through the third rows of connecting holes simultaneously.
Furthermore, the connecting piece comprises a fixing piece and a rotating piece, the fixing piece is fixedly connected to the embedded part, and one side of the rotating piece is pivoted with the fixing piece.
Furthermore, the outside of stationary blade is provided with the rotating sleeve, the inboard fixed rotation of rotating the piece be provided with rotating sleeve complex axis of rotation, axis of rotation and rotating sleeve are axial positioning.
Further, the module connecting piece includes two parallel arrangement's vertical splice bar, will a plurality of transverse connection muscle that vertical splice bar connects, even interval is provided with and is listed as the connecting portion that the connecting hole corresponds on the vertical splice bar, connecting portion include the post of inserting of oblique downwardly extending.
Further, the module connecting piece includes the module connecting plate, the slip casting hole has been seted up on the module connecting plate, the even interval in both sides of module connecting plate is provided with and is listed as the connecting portion that the connecting hole corresponds, connecting portion include the post of inserting of oblique downwardly extending.
Further, when the two house main bodies in the transverse direction are matched, the connecting piece of one house main body is simultaneously positioned at the outer side of the connecting piece of the other house main body.
The invention has the beneficial effects that:
according to the modular prefabricated steel-concrete structure house system convenient to transport, two groups of connecting sheets extend outwards from the inner side of the vertical groove, when two transverse house main bodies are matched, a first row of connecting holes of one house main body correspond to a second row of connecting holes of the other house main body one by one, and meanwhile, a second row of connecting holes of the house main body correspond to a first row of connecting holes of the other house main body one by one; the two adjacent house main bodies are connected and matched through the module connecting piece, concrete is cast in situ in the vertical groove between the two matched supporting columns, on-site rapid assembly can be achieved, the construction speed is improved on the premise that the construction quality is guaranteed, the construction period is shortened, and the construction cost is reduced. Through the double-deck cross fit between the connection piece for it is more closely to connect, and structural strength is higher.
The structure system can realize the quick installation of each structure, the connection strength after pouring is higher through the crossed matching, the whole house system can resist earthquake and wind load, and the advantages of the steel-concrete structure are reflected.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention. The objectives and other advantages of the invention may be realized and attained by the means of the instrumentalities and combinations particularly pointed out hereinafter.
Drawings
For the purposes of promoting a better understanding of the objects, aspects and advantages of the invention, reference will now be made to the following detailed description taken in conjunction with the accompanying drawings in which:
FIG. 1 is a schematic view showing a structure of a house main body according to embodiment 1;
FIG. 2 is a first schematic view of a structure of a supporting pillar in accordance with embodiment 1;
FIG. 3 is a schematic structural view of an embedded part in example 1;
FIG. 4 is an enlarged view of FIG. 3 at A;
FIG. 5 is a top view of the support column of example 1;
FIG. 6 is a schematic view showing the fitting between two house bodies in the transverse direction according to embodiment 1;
FIG. 7 is a schematic structural view of a supporting column in example 2;
FIG. 8 is a schematic structural view of an embedment member in embodiment 2;
FIG. 9 is a schematic view showing the construction of a connecting member of a module in accordance with embodiment 4;
FIG. 10 is a schematic view showing the construction of a connecting member of a module in accordance with example 5;
fig. 11 is a schematic view showing the fitting between two house main bodies in the lateral direction of embodiment 5.
Reference numerals are as follows: house main part 1, support column 2, cylinder 21, perpendicular muscle 22, stirrup 23, V-arrangement lacing wire 24, perpendicular groove 3, connection piece 4, stationary blade 41, rotor plate 42, first row of connecting hole 5, second row of connecting hole 6, module connecting piece 7, connecting portion 8, pre-buried steel sheet 9, couple 10, pre-buried connecting plate 11, third row of connecting hole 12, rotate cover 13, axis of rotation 14, vertical connecting rib 15, transverse connection muscle 16, module connecting plate 17, slip casting hole 18.
Detailed Description
The embodiments of the present invention are described below with reference to specific embodiments, and other advantages and effects of the present invention will be easily understood by those skilled in the art from the disclosure of the present specification. The invention is capable of other and different embodiments and of being practiced or of being carried out in various ways, and its several details are capable of modification in various respects, all without departing from the spirit and scope of the present invention. It should be noted that the drawings provided in the following embodiments are only for illustrating the basic idea of the present invention in a schematic way, and the features in the following embodiments and examples may be combined with each other without conflict.
Wherein the showings are for the purpose of illustrating the invention only and not for the purpose of limiting the same, and in which there is shown by way of illustration only and not in the drawings in which there is no intention to limit the invention thereto; to better illustrate the embodiments of the present invention, some parts of the drawings may be omitted, enlarged or reduced, and do not represent the size of an actual product; it will be understood by those skilled in the art that certain well-known structures in the drawings and descriptions thereof may be omitted.
The same or similar reference numerals in the drawings of the embodiments of the present invention correspond to the same or similar components; in the description of the present invention, it should be understood that if there is an orientation or positional relationship indicated by the terms "upper", "lower", "left", "right", "front", "rear", etc., based on the orientation or positional relationship shown in the drawings, it is only for convenience of description and simplification of description, but it is not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and therefore the terms describing the positional relationship in the drawings are only used for illustrative purposes and are not to be construed as limiting the present invention, and the specific meaning of the terms described above will be understood by those skilled in the art according to the specific circumstances.
Example 1
As shown in fig. 1 to 6, the modular prefabricated steel-concrete structure house system convenient to transport comprises a house main body 1 and four support columns 2 arranged at four corners of the house main body 1, wherein the house main body 1 is hexahedral, and the support columns 2 are square columns and are positioned at the four corners of the house main body 1. A perpendicular groove 3 has been seted up to the lateral surface of support column 2, and the inboard outside extension in perpendicular groove 3 has two sets of connection pieces 4, and two sets of connection pieces 4 are all along vertical parallel interval arrangement, are separated by certain distance with the lateral wall that erects groove 3, and its plane is parallel with the lateral wall that erects groove 3 simultaneously when connecting. Two sets of connection pieces 4 are fixed in vertical slot 3 through the built-in fitting, and each connection piece 4 of group has seted up first row connecting hole 5 and second row connecting hole 6 along its vertical, and first row connecting hole 5 and second row connecting hole 6 are all along vertical even interval arrangement.
In this embodiment, when two horizontal house main bodies 1 are matched with each other, the first row of connecting holes 5 of one house main body 1 and the second row of connecting holes 6 of the other house main body 1 correspond to each other one by one, and the second row of connecting holes 6 of the house main body 1 and the first row of connecting holes 5 of the other house main body 1 correspond to each other one by one, specifically, the extension length of the connecting piece 4 is greater than the depth of the vertical groove 3, so that the second row of connecting holes 6 of the house main body 1 can extend out of the vertical groove 3 of the other house main body 1 and is matched with the first connecting holes correspondingly.
In this embodiment, all be provided with module connecting piece 7 between two vertical house main parts 1, between two horizontal house main parts 1, the both sides of module connecting piece 7 are provided with respectively and are listed as connecting portion 8 that the connecting hole corresponds, connecting portion 8 and connecting hole joint for connect the cooperation through module connecting piece 7 between two adjacent house main parts 1, at the interior cast in situ concrete of vertical slot 3 between two complex support columns 2 again.
In this embodiment, the supporting column 2 includes a column 21, a vertical rib 22 disposed in the column 21, and stirrups 23 arranged at intervals and used for connecting the vertical rib 22, a V-shaped tie bar 24 is further disposed in the column 21, and two ends of the V-shaped tie bar 24 are connected to the vertical rib 22 at the same time. The built-in fitting includes pre-buried steel sheet 9, and two sets of connection pieces 4 all connect perpendicularly in pre-buried steel sheet 9, and the dorsal part of pre-buried steel sheet 9 is provided with couple 10, and couple 10 is pre-buried in support column 2, and V-arrangement lacing wire 24 and stirrup 23 are connected to couple 10 simultaneously. After the lacing wires are fastened, the lacing wires are directly prefabricated in a factory, and the hooks 10 on the back of the embedded steel plate 9 correspond to the stirrups 23 and the V-shaped lacing wires 24 on the rear side one by one, so that the hooks 10 can directly transfer force conveniently. The V-shaped tie bars 24 and the V-shaped tie bars 24 can prevent the stirrups 23 from being bent outwards, reduce the restraint of the stirrups 23 on core concrete, reduce the bearing capacity of the support column 2 and prevent the vertical bars 22 from being bent outwards.
The middle part correspondence of perpendicular groove 3 is provided with and is used for carrying out spacing limiting plate to module connecting piece 7, longitudinal connection is convenient for when the prefabricated steel-concrete structure house of modularization of transportation like this, module connecting piece 7 length can be the same with the prefabricated steel-concrete structure house height of modularization of being convenient for the transportation or be less than the prefabricated steel-concrete structure house height of modularization of being convenient for the transportation, module connecting piece 7 pegs graft in vertical groove 3 between the prefabricated steel-concrete structure house of modularization of vertically adjacent being convenient for the transportation and carry out spacing fixed through the limiting plate, module connecting piece 7 realizes the horizontal and fore-and-aft while assembly of modularization steel structure house simultaneously like this, the installation effectiveness height and steadiness are good.
When this prefabricated steel-concrete structure house of modularization convenient to transportation assembles, the pre-buried steel sheet 9 that has couple 10 behind one's back has been prefabricated in support column 2 in the prefabrication factory, and the scene only needs to dock the module, stirs connection piece 4 that can rotate and makes the connecting hole of two modules to insert module connecting piece 7 perpendicular to bottom surface behind the counterpoint and grout. After the support columns 2 in the house main bodies 1 which are horizontally butted are butted, a first row of connecting holes 5 of one house main body 1 correspond to a second row of connecting holes 6 of the other house main body 1 one by one, meanwhile, a second row of connecting holes 6 of the house main body 1 correspond to a first row of connecting holes 5 of the other house main body 1 one by one, two oppositely-placed module connecting pieces 7 are inserted into vertical grooves 3 of the support columns 2, the module connecting pieces 7 horizontally move relatively until connecting parts 8 on two sides of the module connecting pieces 7 are inserted into the corresponding connecting holes, so that the adjacent two house main bodies 1 are connected and matched through the module connecting pieces 7, and concrete is cast in situ in the vertical grooves 3 between the two matched support columns 2.
When the adjacent house main bodies 1 need to be longitudinally connected, the module connecting pieces 7 can be moved in parallel from the lower portions of the module connecting pieces 7 to the limiting plates of the adjacent house main bodies 1 until the connecting portions 8 on the two sides of the module connecting pieces 7 are inserted into the corresponding connecting holes, so that the adjacent two house main bodies 1 are connected and matched through the module connecting pieces 7, and concrete is cast in situ in the vertical grooves 3 between the two matched supporting columns 2.
Example 2
As shown in fig. 7 and 8, the present embodiment is different from embodiment 1 in that, in the present embodiment, the embedded part includes a U-shaped embedded connection plate 11, the embedded connection plate 11 is embedded in the support column 2, and two sets of connection plates 4 are respectively connected to two sides of the embedded connection plate 11. Third row connecting holes 12 are formed in the two sides of the embedded connecting plate 11, the third row connecting holes 12 correspond to the stirrups 23 one by one, and the stirrups 23 and the V-shaped lacing wires 24 simultaneously penetrate through the third row connecting holes 12. Compared with the embodiment 1, the embedded part and the stirrups 23 are connected more closely, so that direct stress is facilitated, and the structural strength is improved.
Example 3
As shown in fig. 3, the present embodiment is different from embodiment 1 or embodiment 2 in that in the present embodiment, the connecting piece 4 includes a fixing piece 41 and a rotating piece 42, the fixing piece 41 is fixedly connected to the embedded part, and one side of the rotating piece 42 is pivotally connected to the fixing piece 41. When the prefabricated steel-concrete structure house of modularization was transported, can rotate rotor 42 and fold on stationary blade 41, reduce 4 tip transportation of connection piece and collide and lead to its damage, through setting up rotor 42 that can rotate for whole device when the installation, connection piece 4 can rotate the back and give way, can be convenient for install.
In this embodiment, as shown in fig. 4, the rotating sleeve 13 is disposed on the outer side of the fixed piece 41, the rotating shaft 14 engaged with the rotating sleeve 13 is fixedly disposed on the inner side of the rotating piece 42, and the rotating shaft 14 and the rotating sleeve 13 are axially positioned. Utilize the pivot to link to each other, when connecting adjacent two house main parts 1, when taking one's place in hoisting connection piece 4, it is more convenient.
Example 4
As shown in fig. 9, the present embodiment is different from the above-mentioned embodiment 1, embodiment 2 or embodiment 3 in that, in the embodiment, the module connecting piece 7 includes two vertical connecting ribs 15 arranged in parallel and a plurality of transverse connecting ribs 16 connecting the vertical connecting ribs 15, the vertical connecting ribs 15 are provided with connecting portions 8 corresponding to two columns of connecting holes at uniform intervals, and the connecting portions 8 include inserting posts extending obliquely downward. The module connecting pieces 7 are arranged at the junction between the two vertical house main bodies 1 in a staggered mode, the middle parts of the vertical grooves 3 are correspondingly provided with limiting plates used for limiting the module connecting pieces 7, and the diameter of each vertical connecting rib 15 is linearly changed along with the distance between the junction and the diameter of the vertical connecting rib 15, so that the diameter of the vertical connecting rib 15 at the junction is the largest, and the damage to the junction of the modular prefabricated reinforced concrete structure house is reduced.
Example 5
As shown in fig. 10 to 11, the present embodiment is different from the above-mentioned embodiment 1, embodiment 2 or embodiment 3 in that, in the present embodiment, the module connecting member 7 includes a module connecting plate 17, the module connecting plate 17 is provided with grouting holes 18, the two sides of the module connecting plate 17 are provided with connecting portions 8 corresponding to two rows of connecting holes at uniform intervals, the connecting portions 8 include inserting posts extending obliquely downward, and when the two house main bodies 1 in the transverse direction are fitted, the connecting piece 4 of one house main body 1 is located at the outer side of the connecting piece 4 of the other house main body 1. Through setting up the post of inserting of oblique downwardly extending, can conveniently say that connection piece 4 of inside and outside both sides cooperates, when connection piece 4 in the inboard descends to, hoist and mount and aim at more conveniently.
Finally, although the present invention has been described in detail with reference to the preferred embodiments, it should be understood by those skilled in the art that various changes and modifications may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (9)
1. A modular prefabricated steel-concrete structure house system convenient to transport is characterized by comprising a house main body and four support columns arranged at four corners of the house main body, wherein a vertical groove is formed in the outer side surface of each support column, two groups of connecting plates extend outwards from the inner side of the vertical groove and are fixed in the vertical grooves through embedded parts, each group of connecting plates is vertically provided with a first row of connecting holes and a second row of connecting holes, and the first row of connecting holes and the second row of connecting holes are uniformly arranged at intervals in the vertical direction; when two transverse house main bodies are matched, a first row of connecting holes of one house main body correspond to a second row of connecting holes of the other house main body one by one, and meanwhile, the second row of connecting holes of the house main body correspond to the first row of connecting holes of the other house main body one by one; the module connecting pieces are arranged between the two vertical house main bodies and between the two transverse house main bodies, connecting portions corresponding to two rows of connecting holes are arranged on two sides of each module connecting piece respectively, the connecting portions are connected with the connecting holes in a clamped mode, so that the two adjacent house main bodies are connected and matched through the module connecting pieces, concrete is cast in place in vertical grooves between the two matched supporting columns, each connecting piece comprises a fixing piece and a rotating piece, the fixing pieces are fixedly connected to the embedded parts, and one side of each rotating piece is pivoted with the fixing pieces.
2. A modular prefabricated steel-concrete structural building system according to claim 1, wherein said supporting column comprises a column body, vertical ribs arranged in said column body, stirrups arranged at intervals and used for connecting said vertical ribs, and a V-shaped tie bar arranged in said column body, and both ends of said V-shaped tie bar are connected to said vertical ribs.
3. The modular prefabricated steel-concrete structural building system of claim 2, wherein the embedded part comprises an embedded steel plate, the two groups of connecting pieces are vertically connected to the embedded steel plate, hooks are arranged on the back side of the embedded steel plate and embedded in the supporting columns, and the V-shaped tie bars and the hoop bars are connected to the hooks at the same time.
4. The modular prefabricated steel-concrete structural building system of claim 2, wherein said embedded parts comprise U-shaped embedded connecting plates embedded in said supporting columns, and said two sets of connecting plates are connected to two sides of said embedded connecting plates respectively.
5. The modular prefabricated steel-concrete structural building system of claim 4, wherein both sides of the embedded connecting plate are provided with a third row of connecting holes, the third row of connecting holes correspond to the stirrups one by one, and the stirrups and the V-shaped lacing wires simultaneously penetrate through the third row of connecting holes.
6. The modular prefabricated steel-concrete structural building system according to claim 1, wherein a rotating sleeve is provided on the outer side of said fixed plate, a rotating shaft engaged with said rotating sleeve is fixedly provided on the inner side of said rotating plate, and said rotating shaft and said rotating sleeve are axially positioned.
7. The modular prefabricated steel-concrete structural building system according to any one of claims 1 to 5, wherein the module connecting piece comprises two vertical connecting ribs arranged in parallel and a plurality of transverse connecting ribs for connecting the vertical connecting ribs, connecting parts corresponding to the two rows of connecting holes are uniformly arranged on the vertical connecting ribs at intervals, and each connecting part comprises an inserting column extending obliquely downwards.
8. The modular prefabricated steel-concrete structural building system according to any one of claims 1 to 5, wherein the module connecting piece comprises a module connecting plate, grouting holes are formed in the module connecting plate, connecting parts corresponding to the two rows of connecting holes are uniformly arranged on two sides of the module connecting plate at intervals, and each connecting part comprises an inserting column extending obliquely downwards.
9. The modular prefabricated steel-concrete structural building system of any one of claims 1 to 5, wherein when the two transverse building bodies are matched, the connecting piece of one of the building bodies is positioned outside the connecting piece of the other building body at the same time.
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| CN202210251284.6A CN114658276B (en) | 2022-03-15 | 2022-03-15 | Prefabricated steel-concrete structure house system of modularization convenient to transportation |
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| CN202210251284.6A CN114658276B (en) | 2022-03-15 | 2022-03-15 | Prefabricated steel-concrete structure house system of modularization convenient to transportation |
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