CN215595078U

CN215595078U - Building basic module and high-rise modular building structure system

Info

Publication number: CN215595078U
Application number: CN202022984270.4U
Authority: CN
Inventors: 俞大有; 朱豪杰; 施明哲
Original assignee: Zhuyou Zhizao Technology Industry Group Co ltd
Current assignee: Zhuyou Zhizao Technology Industry Group Co ltd
Priority date: 2020-12-11
Filing date: 2020-12-11
Publication date: 2022-01-21
Anticipated expiration: 2030-12-11

Abstract

The building basic module comprises a top plate and two side plates connected with two sides of the top plate, wherein hidden posts are arranged on two vertical side edges of each side plate, hidden beams are arranged on the top sides and the bottom sides of the two side plates, the hidden beams are connected with the side edges of the top plate, a plurality of horizontal pore channels horizontally penetrating through the hidden posts are arranged in at least one hidden post of each side plate, a plurality of vertical pore channels vertically penetrating through the hidden beams are arranged in at least one hidden beam of each side plate, and a plurality of connecting grooves respectively corresponding to the horizontal pore channels and the vertical pore channels are also arranged at the positions, adjacent to the hidden beams and the hidden posts, of each side plate; the hidden beam at the top is provided with a support bracket on the outer side surface, and the top of the hidden beam and the side edge of the top plate connected with the hidden beam form a step. The high-rise modular building structure system comprises at least two basic modules and at least one horizontal module, wherein the bottom side surfaces of two ends of the horizontal module are placed on support brackets of the two basic modules; the horizontal module and the step of roof are closely pieced together horizontally and are formed the cast-in-place district of coincide.

Description

Building basic module and high-rise modular building structure system

Technical Field

The utility model belongs to the technical field of assembly type buildings, and particularly relates to a building basic module and a high-rise modular building structure system.

Background

In the field of assembly type buildings, most components are produced in factories and then transported to be assembled on construction sites. There are various research and practical explorations regarding the prefabricated construction technology. The concrete modular building is an effective mode for realizing housing industrialization, can realize high assembly rate, has small field construction amount, and can effectively shorten the construction period, reduce the garbage of a construction field and reduce the labor intensity of constructors. There has been some research related to modular construction, but these solutions have more or less deficiencies. If the utility model patent application with application number 201810741804.5, the name of a high-rise concrete modularization building structure system, the main not enough of its scheme lies in: (1) one module is a whole room, the size of the module is large, the weight of the component is heavy, and the transportation and hoisting are difficult; (2) the size of a single module is limited by transportation, and the height of a layer and the size of a bay are limited; (3) the large-span prestress tensioning is complex and inconvenient to construct. The utility model discloses an application for a building structure module and house and construction method's utility model patent application for building house, application number 201810914811.0, its main not enough of scheme lies in: (1) one module is a closed cavity, the weight of the whole component is heavy, and the transportation and hoisting are difficult; (2) the bottom plate is only used for forming the whole cavity, and waste is caused when the high-rise modules are stacked; (3) the rigidity of a single module is high, but the modules are connected by adopting the connecting box, the energy consumption capability of the connecting node under the earthquake working condition is limited, and the earthquake-resistant design principle of a strong node and a weak component cannot be ensured. The utility model discloses a utility model patent application of application number 201811451497.3, title as assembled spacer module's structural system and mounting method thereof, the main not enough of its scheme lies in: (1) the structural system is a steel structural member, the production and construction cost is high, and the advantages of modularization and cost reduction cannot be effectively exerted; (2) the modules and the non-modules are connected in a hinged mode, so that shock resistance and energy consumption cannot be participated, and the overall structural rigidity is small. (3) The intermodule is spliced from top to bottom to be the double slab, and horizontal concatenation is double-walled, causes the building area extravagant, and the structure volume increases, and the cost increases by a wide margin.

In summary, there is a need to develop a new building basic module and a high-rise modular building structure system to solve the problems existing in the prior art, so as to achieve the technical effects of small wet workload, high construction speed, flexible size design, reduced overall cost, strong structural system applicability, superior earthquake resistance, and the like in a construction site.

The utility model has the following contents:

the utility model aims to provide a novel building basic module and a high-rise modular building structure system, which are used for solving the problems in the prior art and realizing the technical effects of small wet operation amount, high construction speed, flexible size design, reduction of the whole construction cost, strong applicability of the structure system, excellent earthquake resistance and the like on a construction site.

In order to achieve the purpose, the utility model adopts the following technical scheme:

a basic building module comprises a top plate and two side plates connected with two side edges of the top plate, wherein hidden posts are arranged on two vertical side edges of each side plate, hidden beams are arranged on the top sides and the bottom sides of the two side plates, two side edges of the top plate are respectively connected with the hidden beams on the top sides of the two side plates, a plurality of horizontal pore channels which horizontally penetrate through the hidden posts are arranged in at least one hidden post of each side plate, a plurality of vertical pore channels which vertically penetrate through the hidden beams are arranged in at least one hidden beam of each side plate, and a plurality of connecting grooves which respectively correspond to the horizontal pore channels and the vertical pore channels are also arranged on the side plate at the positions adjacent to the hidden beams and the hidden posts; at least one hidden beam on the top side of the side plate is provided with a supporting bracket on the outer side surface far away from the top plate; the top of the hidden beam for supporting the bracket and the side edge of the top plate connected with the hidden beam are matched to form a step with a full length.

On the basis of the above embodiment, in another improved embodiment, a transverse rib and a longitudinal rib are embedded in the side plate, an end of the transverse rib is exposed in the connecting groove communicated with each horizontal duct, and an end of the longitudinal rib is exposed in the connecting groove communicated with each vertical duct.

On the basis of the above embodiment, in another improved embodiment, the hidden beams at the tops of the two side plates are further provided with through-long step notches at the outer side edges far away from the top plate, the hidden beams at the bottoms of the two side plates are further provided with through-long step protrusions at the outer side edges far away from the top plate, and the step notches are matched with the step protrusions in shape.

On the basis of the above embodiment, in another improved embodiment, the side plate is provided with a door opening and/or a window opening.

The high-rise modular building structure system comprises at least two building basic modules and at least one horizontal module, wherein the two building basic modules are arranged at intervals, and the bottom side surfaces of the two ends of each horizontal module are placed on the supporting brackets of the two basic modules; the edge of two adjacent sides of the horizontal module and the top plate is provided with a notch, the notch of the horizontal module and the step of the top plate are horizontally and closely spliced to form a superposed cast-in-place area, and the superposed cast-in-place area is provided with cast-in-place concrete and a reinforcing rib crossing the spliced seam of the horizontal module and the top plate.

On the basis of the above embodiment, in another improved embodiment, the side plate structure further comprises a horizontal connecting assembly, the length of the basic modules is the distance between the two side plates, the two basic modules which are adjacently arranged are closely spliced in the width direction and connected through the horizontal connecting assembly, and the horizontal connecting assembly is fixedly connected with the transverse ribs in the connecting grooves of the two adjacent side plates.

On the basis of the above embodiment, in another improved embodiment, the side edges of the horizontal modules in the length direction are further provided with through-length notches, the through-length notches of two adjacent horizontal modules are closely spliced to form a laminated cast-in-place area, and the laminated cast-in-place area is provided with additional ribs and cast-in-place concrete crossing the spliced seams of the two horizontal modules.

On the basis of the above embodiment, in another improved embodiment, the vertical connection assembly is further included, two vertically placed base modules are connected through the vertical connection assembly, the step protrusion of the upper base module rests on the step notch of the lower base module, and the vertical connection assembly is fixed in the vertical hole of the two vertically placed base modules and is used for connecting the two vertically placed base modules.

On the basis of the above embodiment, in another modified embodiment, horizontal connection assembly or vertical connection assembly includes rearmounted connecting reinforcement and connecting sleeve, rearmounted connecting reinforcement place in horizontal hole/vertical hole, just rearmounted connecting reinforcement's tip is arranged in the spread groove, connecting sleeve's both ends respectively with rearmounted connecting reinforcement with the end connection of horizontal muscle/vertical muscle.

On the basis of the above embodiment, in another improved embodiment, the connecting sleeve is a grouting sleeve or a threaded sleeve.

The technical scheme of the utility model has the following beneficial effects:

1. the basic module for the building is prefabricated in a factory, adopts modular size, and reduces the cost by large-scale production; the single basic module is independently loaded, the transportation and the hoisting are very convenient, and the design requirements of various large compartments can be realized. The two modules meet the road transportation requirement, and a single component has light self weight and is convenient to transport, hoist and mount; the reservation of the inside pipeline equipment of basic module is pre-buried, door and window installation and basic decoration and fitment can be accomplished in the mill, can reduce building rubbish and dust in a large number and produce, satisfies the energy-concerving and environment-protective requirement of green building.

2. According to the high-rise modular building structure system, the basic module horizontal module is flexible in size, the horizontal modules are not independently loaded, and splicing among all the modules is free of repeated overlapping, so that the situations that wallboards are stacked left and right and floors are stacked up and down to waste space due to splicing among the modules in the prior art are avoided, the space is saved, and the overall cost is reduced; the basic module and the horizontal module are prefabricated in a factory, and only the node connection is completed on site, so that the wet operation amount is small, the construction speed is high, and the cost is low; the modular building structure system is suitable for low-rise and high-rise buildings, the connection among the modules is completed by the connecting components, the construction speed is high, the construction tolerance is large, the applicability of the structure system is strong, and the seismic performance is excellent; all modules are produced and maintained in a factory, the component quality is high, the support bracket can serve as a support of the horizontal module, self-bearing can be achieved during field construction, the burden of a support system is reduced, and the construction efficiency is improved.

Drawings

Fig. 1 is a perspective view of a building basic module in embodiment 1 of the present invention;

FIG. 2 is a side view of FIG. 1;

FIG. 3 is a top view of FIG. 1;

FIG. 4 is a vertical cross-sectional view of one of the side panels of FIG. 1;

FIG. 5 is a cross-sectional view of the junction of the side panel and the top panel of FIG. 1, illustrating the internal structure of the support corbel;

fig. 6 is a schematic perspective view of a high-rise modular building structure system according to embodiment 2 of the present invention;

fig. 7 is a schematic perspective view of a high-rise modular building structure system according to embodiment 3 of the present invention;

FIG. 8 is a top view of FIG. 7;

FIG. 9 is a vertical cross-sectional view of FIG. 7, illustrating vertical and horizontal connections between four base modules;

fig. 10 is a horizontal cross-sectional view of the two side plates of fig. 7, illustrating the structure of the horizontal connecting assembly.

Reference numerals:

1-top plate 2-side plate 3-hidden beam

4-hidden column 5-window hole 6-connecting groove

7-step gap 8-step bulge 9-transverse rib

10-support bracket 11-rear connecting steel bar 12-connecting sleeve

13-step 14-horizontal connecting assembly 15-vertical connecting assembly

16-horizontal duct 17-vertical duct 18-through long gap

20-longitudinal bar

01-basic module 02-horizontal module 03-superposed cast-in-place area

Detailed Description

The following preferred embodiments of the present invention are provided to aid in a further understanding of the utility model. It should be understood by those skilled in the art that the description of the embodiments of the present invention is by way of example only, and not by way of limitation.

Example 1

Referring to the schematic drawings of fig. 1 to 4, this embodiment 1 is a basic building module, which includes a top plate 1 and two side plates 2 connected to two sides of the top plate 1, hidden posts 4 are disposed on both vertical sides of the side plates 2, hidden beams 3 are disposed on top and bottom sides of the two side plates 2, two sides of the top plate 4 are connected to the hidden beams 3 on top sides of the two side plates 5, respectively, a plurality of horizontal channels 16 horizontally penetrating the hidden posts are disposed in at least one hidden post 4 of the side plate 2, a plurality of vertical channels 17 vertically penetrating the hidden beams 3 are disposed in at least one hidden beam 3 of the side plate 2, and a plurality of connecting grooves 6 respectively corresponding to the horizontal channels 16 and the vertical channels 17 and corresponding to the horizontal channels 16 and the vertical channels 17 are disposed on positions of the side plate 2 adjacent to the hidden beams 3 and the hidden posts 4; at least one hidden beam 3 on the top side of the side plate 1 is provided with a support bracket 10 on the outer side surface far away from the top plate 1; the top of the hidden beam 3 provided with the support bracket 10 and the side edge of the top plate 1 connected with the hidden beam 3 form a through long step 13. Referring to the schematic drawings of fig. 1 and 2, in the present embodiment, the top of the hidden beam for supporting the corbel is absent, and the bottom edge of the side edge of the top plate 1 connected with the hidden beam 3 is flush with the top of the hidden beam to form an L-shaped step 13. Referring to the schematic illustration of fig. 5, the corbel of the present embodiment is a concrete corbel 10 provided with embedded corbel ribs, and in other embodiments, the corbel may be an embedded steel corbel.

Referring to the schematic illustration of fig. 4, on the basis of the present embodiment, in another modified embodiment, a transverse rib 9 and a longitudinal rib 20 are embedded in the side plate 1, an end of the transverse rib 9 is exposed in the connecting groove 6 communicated with each horizontal duct 16, and an end of the longitudinal rib 20 is exposed in the connecting groove 6 communicated with each vertical duct 17.

On the basis of the above embodiment, in another modified embodiment, the outer side edge of one hidden beam 3 at the top of two side plates 1 far away from the top plate 1 is further provided with a through long step notch 7, the outer side edge of the hidden beam 3 at the bottom of two side plates 1 far away from the top plate 1 is further provided with a through long step protrusion 8, and the shapes of the step notch 7 and the step protrusion 8 are matched. By the arrangement, when the two basic modules are vertically stacked, the step bulge 8 of the upper basic module can be clamped in the step notch 7 of the lower basic module, so that the two basic modules are accurately vertically positioned; meanwhile, after waterproof glue is arranged in the horizontal abutted seam, the step bulge 8 on the upper layer can prevent rainwater from permeating into the horizontal abutted seam.

The basic module in this embodiment is a self-supporting structural body which is cast and prefabricated as a whole and is used for bearing the vertical and horizontal loads of the whole structure. The top plate 1 and the two side plates 2 of the basic module are enclosed to form a concrete portal rigid frame, and the concrete portal rigid frame is prefabricated and poured into a whole in a factory, so that the whole rigidity is high, the shock resistance is good, the hoisting and the transportation are convenient, and the field installation is convenient. The two side plates 2 in this example are the left side plate 2 and the right side plate 2, and the two side plates 2 are the same as the top plate 1 in width, and the length of the basic module is the distance between the two side plates 2, the width is the length of the side plates 2, and the height is the height of the side plates 2. The length of the basic module is determined according to the room bay, and the length is 2.4-6 m by adopting the modular size; the width is determined according to the road transportation width limit and is taken to be between 1.2m and 2.4 m; the height is determined according to the road transportation limit height and is taken to be between 2.8m and 3.2 m.

Referring to the schematic drawings of fig. 1 to 4, two side plates 2 of the basic module in this embodiment are both bearing walls, the periphery of each side plate 2 is enclosed by a hidden beam 2 and a hidden column 4, the hidden beam 2 is arranged at the joint of the side plate 2 and the top plate 1, the hidden column 4 is arranged at two ends of the side plate 2 in the horizontal direction, and a plurality of connecting grooves 6 are arranged inside the side plate 2 and used for connecting the two basic modules in layers. In other improved embodiments, when the force requirement is satisfied, the interior of the side panel 2 may be filled with a light foam to reduce the self-weight.

Referring to the schematic illustration of fig. 1, a window opening 5 is formed in one side plate 2 of the basic module in this embodiment. The water and electricity heating pipelines and equipment required by the building are reserved and embedded in basic modules during factory production, basic decoration and finishing are finished in a factory, and only pipeline butt joint and decoration and finish surface leveling work are finished on a construction site. In other embodiments, the side panels 2 of the base module may be provided with door openings depending on the architectural design.

On the basis of the above embodiment, in another modified embodiment, the horizontal duct 16 includes an outer end and an inner end, the outer end of the horizontal duct 16 is flush with the side surface of the concealed column 4, the inner end of each horizontal duct 16 is correspondingly provided with the connecting groove 6, and the horizontal duct 16 is communicated with the connecting groove 6; the vertical pore channel 17 comprises an outer end and an inner end, the outer end of the vertical pore channel 17 is flush with the surface of the hidden beam 2, and the inner end of the vertical pore channel 17 is communicated with the connecting groove 6 adjacent to the hidden beam 2. Through setting up horizontal pore 16, basic module and realization are connected with other building element in the horizontal direction, through setting up vertical pore 17, basic module can realize being connected between vertical direction and other building element, for example set up vertical pore 17 in the dark roof beam 2 of basic module's lower part, then can realize the atress between basic module and the ground continuous through inserting the reinforcing bar, the reinforcing bar is connected with the ground.

The horizontal pore canal, the vertical pore canal or the vertical pore canal can be arranged in a way of embedding the corrugated pipe, so that the basic structural performance of the prefabricated part is not influenced, and the production is convenient.

Example 2

Referring to the schematic diagram of fig. 6, the embodiment 2 is a high-rise modular building structure system, which includes at least two building basic modules 01 as above and at least one horizontal module 02, the two building basic modules 01 are arranged at intervals, and the bottom sides of the two ends of the horizontal module 02 are placed on the support brackets 10 of the two basic modules 01; the edges of two adjacent sides of the horizontal module 01 and the top plate 1 are provided with L-shaped notches (not marked in the figure), the L-shaped notch of the horizontal module 02 and the L-shaped step 13 of the top plate are horizontally and closely spliced to form a superposed cast-in-place area 03, and the superposed cast-in-place area 03 is provided with cast-in-place concrete and reinforcing ribs (not shown in the figure) crossing the spliced seams of the horizontal module 02 and the top plate 1.

In this embodiment, the depth of the designed building (i.e., the distance in the direction perpendicular to the bay) is equal to the width of one basic module, so that there is no need to provide prefabricated parts in the depth direction, and only a partition wall needs to be installed between the end portions of the two side plates of the basic module. The two basic modules in this embodiment correspond to one horizontal module, that is, one horizontal module is set up between the first basic module and the second basic module. When a plurality of rooms need to be arranged, the rooms can be continuously assembled according to the length direction of the basic modules, namely, a third basic module is placed in the length direction of the first/second basic modules, and then the second horizontal module is placed on the third basic module and the supporting bracket of the first/second basic modules. The basic module and the horizontal module are hoisted in sequence to be constructed, and then the assembly in the length direction can be realized.

The horizontal module 02 in the embodiment is a horizontal bearing floor slab, the span of the floor slab can be changed according to the bay requirements of different building designs, namely the length of the floor slab is determined according to the bay of a room and is selected to be between 2.4m and 6 m; the width of the floor is the same as the width of the base module 01. The horizontal module 02 in this embodiment is a fully precast floor slab. In other modified embodiments, the horizontal module 02 may employ a laminated floor slab; when the span is large, filling foam can be used for weight reduction or prestress application for reinforcement. The basic module 01 and the horizontal module 02 are combined to form a modular building structure whole. The outside of the side plate 2 of the basic module 01 is provided with a support bracket 10 for overlapping the horizontal module 02 to form vertical force transmission between the two. The side edge of the top plate 1 of the basic module 01 is provided with an L-shaped step 13, the edge of the horizontal module 02 is provided with an L-shaped notch, reinforcing ribs crossing the abutted seams of the horizontal module 02 and the top plate 1 are arranged on site, cast-in-place concrete is poured to form a superposed cast-in-place area 03, and the basic module 01 and the horizontal module 02 are connected into a whole by the superposed cast-in-place area 03 to form stress transmission in the horizontal direction.

The method of assembly of the high-rise modular building structure system of the present embodiment will now be briefly described with reference to the schematic diagram of figure 6:

(1) pouring and maintaining concrete of the basic module 01 and the horizontal module 02, burying various hanging rings, supporting sleeves and the like, reserving and pre-burying pipeline equipment, installing doors and windows and decorating and finishing in a factory.

(2) The base module 01 and the horizontal module 02 are transported to a construction site.

(3) Hoisting and positioning two basic modules 01, connecting the basic modules 01 with a foundation or supporting by adopting an inclined support, hoisting and positioning a horizontal module 02, horizontally and densely splicing an L-shaped gap of the horizontal module 02 with an L-shaped step 13 of a top plate 1 to form a superposed cast-in-place area 03, placing a reinforcing rib crossing the splicing seam of the horizontal module 02 and the top plate 1 in the superposed cast-in-place area 03, then pouring cast-in-place concrete and maintaining and forming, so that the cast-in-place concrete is flush with the top plate 1 of the horizontal module 02 and the basic modules 01, and finishing the pipeline butt joint and the decoration surface leveling work of the cost layer.

Example 3

Referring to the schematic drawings of fig. 7 to 10, this embodiment 3 is a high-rise modular building structure system, which includes a high-rise building formed by assembling a plurality of sets of basic modules 01 and horizontal modules 02 in embodiment 2, wherein in the same-rise building structure, two basic modules 01 arranged at intervals are connected together through the horizontal modules 02 (see the detailed description in embodiment 2 for specific connecting structure); two adjacent basic modules 01 are closely spliced in the width direction and connected together through a horizontal connecting assembly 14 (namely, the long edges of the top plates 1 of the two basic modules 01 are closely spliced together), and the horizontal connecting assembly 14 is fixed in the connecting grooves 6 of the two side plates 2 of the two adjacent basic modules 01 to connect the two adjacent basic modules 01 together. In the upper and lower two-storey building structure, two vertically-placed basic modules 01 are connected through a vertical connecting assembly 15, a step bulge 8 of the basic module 01 on the upper storey is placed on a step notch 7 and an L-shaped step 13 of the basic module 01 on the lower storey, and the vertical connecting assembly 15 penetrates through vertical holes 17 of the two vertically-placed basic modules 01 and connects the two vertically-placed basic modules 01 together.

It should be noted that, for the sake of clarity of the drawings, only two-story building structures are illustrated in fig. 7 to 10, which does not mean that the solution of the present embodiment includes only two-story building structures, and a high-rise building structure may be provided according to actual building requirements.

In this embodiment, the horizontal connection assembly 14 or the vertical connection assembly 15 includes the rear-mounted connection steel bar 11 and the connection sleeve 12, the rear-mounted connection steel bar 11 is placed in the horizontal duct 16/the vertical duct 17, the end portion of the rear-mounted connection steel bar 11 is placed in the connection groove 6, and the two ends of the connection sleeve 12 are respectively connected with the end portions of the rear-mounted connection steel bar 11 and the transverse bar 9/the longitudinal bar 20.

Referring to the schematic illustration of fig. 10, the connection structure when the horizontal connecting members 14 are used to connect the adjacent two side plates 2 will be described in detail. Before the basic modules 01 are hoisted and positioned, the connecting sleeve 12 is connected with the end part of the transverse rib 9 exposed in the connecting groove 6, a rear connecting steel bar 11 is inserted into the horizontal hole 16 of one of the positioning modules 01, and one end of the rear connecting steel bar 11 is connected with the connecting sleeve 12 in the connecting groove 6. Another base module 01 is hoisted and positioned, and the other end of the rear connection bar 11 is inserted into the horizontal hole 16 of the base module 01, and the other end of the rear connection bar 11 is connected with the connection sleeve 12 in the connection groove 6 of the base module 01. Through rearmounted splice bar 11 and connecting sleeve 12, can be convenient link together two base module 01's curb plate 1, through reserve the spread groove 6 with horizontal pore 16 intercommunication during production, provide the connection operating space between on-the-spot splice bar 12 and the rearmounted splice bar 11. The connecting mode of the rear connecting steel bars and the connecting sleeves is dry-type connection, the field operation is convenient, the stress is clear, the wet operation amount is small, and the connecting sleeves and the transverse ribs can be prevented from rusting only by plugging cement mortar in the connecting grooves subsequently.

In this embodiment, the sleeve is threaded sleeve, then the end of rearmounted connecting reinforcement and horizontal muscle all need set up the external screw thread with threaded sleeve's internal thread matched with. In other embodiments, the connecting sleeve may also be a grouting sleeve, that is, after the two ends of the grouting sleeve are respectively connected with the transverse bar and the rear connecting bar, high-strength mortar is injected into the grouting sleeve to connect the two ends together.

Because vertical coupling assembling's structure also adopts rearmounted connecting reinforcement and connecting sleeve, consequently the connecting mode that the rearmounted connecting reinforcement is connected simultaneously and indulges the muscle is the same with the horizontal coupling assembling's of attached 10 and corresponding word description the connecting mode, does not describe here any more.

In this embodiment, since the number of rooms on each floor is three, one horizontal module 02 is used in each floor in cooperation with two basic modules 01; the depth of the designed building is equal to the width of two basic modules 01, so that the two basic modules 01 are adjacently spliced to form a room. In other embodiments, the basic module 01 and the horizontal module 02 with different size standards can be matched according to the requirements of building design, so that different sizes can be obtained

Referring to the schematic diagrams of fig. 7 and fig. 8, on the basis of the above embodiment, in a modified embodiment, in order to ensure the stress continuity and integrity between two adjacent horizontal modules 02 on the same layer, the side edges of the horizontal modules 02 in the length direction are further provided with through-length notches 18, the through-length notches 18 of the two adjacent horizontal modules 02 are closely spliced to form a superposed cast-in-place area 03, and the superposed cast-in-place area 03 is provided with additional ribs (not shown in the figure) crossing the splicing seams of the two horizontal modules and cast-in-place concrete. That is, two adjacent horizontal modules 02 are connected in the house depth direction by adopting the mode of edge part overlapping cast-in-place connection, and after the through-length gaps 18 of the two horizontal modules 02 are densely spliced, only a relatively narrow template needs to be placed at the bottom of the spliced seam, and the on-site concrete with the additional ribs and the two through-length gaps 18 is poured, so that the on-site wet workload is very small, and the construction efficiency is high.

On the basis of the above embodiment, in another modified embodiment, door and/or window openings 5 can be opened on the side plates 2 of the base module 01 at the designated positions according to the requirements of building design.

Referring to the illustrations of fig. 8 to 10, the base modules 01 in the present embodiment are connected to each other in the house depth and height direction by the connecting grooves 6 and the horizontal connecting members 14 on the side plates 2.

Referring to the schematic diagram of fig. 7, the assembling method of the high-rise modular building structure system in the present embodiment is different from that in embodiment 2 in that, on the basis of the steps of embodiment 2, the method further comprises the following steps:

(4) and (4) completing construction of all the basic modules 01 and the horizontal modules 02 in the depth direction of the building according to the step (3).

(5) Hoisting the basic module 01 of the previous layer, placing the step bulge 8 of the basic module 01 of the previous layer on the step notch 7 and the L-shaped step 13 of the basic module 01 of the next layer, and connecting the side plates 2 of two vertically adjacent basic modules 01 together by adopting a vertical connecting assembly 15; hoisting the horizontal module 02, and completing installation and construction according to the step (3); when the horizontal modules 02 are hoisted, the through long notches 18 of the two adjacent horizontal modules 02 are spliced closely to form a superposed cast-in-place area 03.

(6) And placing an additional rib crossing the abutted seam of the two horizontal modules 02 in the area of the superposed cast-in-place area 03, and then pouring concrete and curing and forming.

Finally, it should be noted that the above embodiments are only used for illustrating the technical solutions of the present application and not for limiting the protection scope thereof, and although the present application is described in detail with reference to the above embodiments, those of ordinary skill in the art should understand that: numerous variations, modifications, and equivalents will occur to those skilled in the art upon reading the present application and are within the scope of the claims as issued or as granted.

Claims

1. A basic building module is characterized by comprising a top plate and two side plates connected with two side edges of the top plate, wherein hidden columns are arranged on two vertical side edges of each side plate, hidden beams are arranged on the top sides and the bottom sides of the two side plates, two side edges of the top plate are respectively connected with the hidden beams on the top sides of the two side plates, a plurality of horizontal pore channels which horizontally penetrate through the hidden columns are arranged in at least one hidden column of each side plate, a plurality of vertical pore channels which vertically penetrate through the hidden beams are arranged in at least one hidden beam of each side plate, and a plurality of connecting grooves which respectively correspond to the horizontal pore channels and the vertical pore channels are also arranged at the positions, adjacent to the hidden beams and the hidden columns, of the side plates; at least one hidden beam on the top side of the side plate is provided with a supporting bracket on the outer side surface far away from the top plate; the top of the hidden beam for supporting the bracket and the side edge of the top plate connected with the hidden beam are matched to form a step with a full length.

2. The building base module as claimed in claim 1, wherein a transverse rib and a longitudinal rib are embedded in the side plates, an end of the transverse rib is exposed in the connecting groove communicated with each horizontal duct, and an end of the longitudinal rib is exposed in the connecting groove communicated with each vertical duct.

3. The building base module according to claim 2, characterized in that the hidden beams at the top of the two side plates are further provided with a through long step notch at the outer edge far away from the top plate, the hidden beams at the bottom of the two side plates are further provided with a through long step protrusion at the outer edge far away from the top plate, and the step notch and the step protrusion are matched in shape.

4. The building base module according to claim 3, characterized in that the side plates are provided with door and/or window openings.

5. A high-rise modular building construction system comprising at least two building base modules according to claim 3 or 4, spaced apart from each other, and at least one horizontal module having both end bottom sides resting on the support legs of both said base modules; the edge of two adjacent sides of the horizontal module and the top plate is provided with a notch, the notch of the horizontal module and the step of the top plate are horizontally and closely spliced to form a superposed cast-in-place area, and the superposed cast-in-place area is provided with cast-in-place concrete and a reinforcing rib crossing the spliced seam of the horizontal module and the top plate.

6. The high-rise modular building structure system according to claim 5, further comprising a horizontal connecting assembly, wherein the length of the basic module is the distance between the two side plates, the two basic modules which are adjacently arranged are closely spliced in the width direction and connected through the horizontal connecting assembly, and the horizontal connecting assembly is fixedly connected with the transverse rib in the connecting groove of the two adjacent side plates.

7. The high-rise modular building structure system according to claim 5, wherein the side edges of the horizontal modules in the length direction are further provided with through-length notches, the through-length notches of two adjacent horizontal modules are closely spliced to form a laminated cast-in-place area, and the laminated cast-in-place area is provided with additional ribs crossing the spliced seams of the two horizontal modules and cast-in-place concrete.

8. The high-rise modular building structure system according to claim 6, further comprising a vertical connecting assembly, wherein two of the base modules which are vertically placed are connected through the vertical connecting assembly, the step protrusion of the base module on the upper layer is placed on the step notch of the base module on the lower layer, and the vertical connecting assembly is fixed in the vertical hole of the two base modules which are vertically placed for connecting the two base modules which are vertically placed.

9. The high-rise modular building structural system according to claim 8, wherein the horizontal connecting assembly or the vertical connecting assembly comprises a rear connecting steel bar and a connecting sleeve, the rear connecting steel bar is placed in the horizontal/vertical hole, the end of the rear connecting steel bar is placed in the connecting groove, and the two ends of the connecting sleeve are respectively connected with the rear connecting steel bar and the end of the transverse/longitudinal bar.

10. A high-rise modular building construction system according to claim 9, wherein the connecting sleeve is a grout sleeve or a threaded sleeve.