CN207211436U - A kind of steel and concrete shear wall assembling-type space module structural system - Google Patents

A kind of steel and concrete shear wall assembling-type space module structural system Download PDF

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Publication number
CN207211436U
CN207211436U CN201721099530.1U CN201721099530U CN207211436U CN 207211436 U CN207211436 U CN 207211436U CN 201721099530 U CN201721099530 U CN 201721099530U CN 207211436 U CN207211436 U CN 207211436U
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space
shear wall
main body
shaped steel
space module
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麻建锁
王丽楠
蔡焕琴
李明宇
李雪娜
李瑞丰
程岚
张敏
马相楠
齐梦
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Hebei University of Architecture
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Hebei University of Architecture
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Abstract

A kind of steel and concrete shear wall assembling-type space module structural system, include a first space module unit;First space module unit includes the space of planes modular unit of bell-shaped five being made up of a face top surface floor and four sides wallboard;Horizontal dowel is embedded with the vertical side at the shear wall slab main body both ends;The upper end of vertical reinforcement exceeds the top surface of shear wall slab main body in shear wall slab main body;The bottom surface of shear wall slab main body offers mouth of connecting trough;I shaped steel component has two, is connected on the vertical side at shear wall slab main body both ends;It is provided with floor and vertical wears muscle hole;Vertical reinforcement is correspondingly through in muscle hole, and its upper end exceeds floor top surface, and the board direction for being provided with mouth of connecting trough to corresponding side beyond part is bent.The utility model solves existing assembling structure system and has that low assembly rate, poor seismic behavior, on-site hoisting workload be big and the not easy working technical problem of position of joints.

Description

A kind of steel and concrete shear wall assembling-type space module structural system
Technical field
The utility model belongs to architectural structure system field, more particularly to a kind of steel and concrete shear wall assembling-type space module Change structural system.
Background technology
Architecture structure form includes according to construction material division:Reinforced concrete structure, steel construction, timber structure and combination knot Structure.Reinforced concrete structure is that China has a wide range of application, the structure type of technology maturation;Along with energy problem, environmental problem And the disappearance problem of China human mortality bonus, high energy consumption, low-energy-efficiency, environmental pollution is big, recovery utilization rate is low and labour-intensive Monolithic reinforced concrete structure system is exiting the stage of construction history.Corresponding assembled architecture is real as building industrialization One of existing approach is widely promoted by people;China's assembled architecture exists also in exploratory stage, structural system Assembly rate is low, node connection is complicated and the shortcomings of poor seismic behavior, and in fabricated construction work progress, one by one component by Layer is lifted, and workload has had a strong impact on greatly the scheduling of construction.
Steel construction is that full factory process and then scene are assembled in itself, and industrialization degree is higher, and steel construction also has There is the advantages of in light weight, intensity is high and ductility is good, but simultaneously, there is also lateral resistance is poor, fire-resistance and poor durability etc. for steel construction A series of shortcomings.Nowadays, China is developed so far turns into the maximum country of world steel yield, asking for serious production capacity surplus be present Topic, output of steel surplus not only have impact on national economic development and cause the waste of resource, how that the steel of surplus are reasonable Utilization have become one of national significant development strategy.
Utility model content
The utility model proposes a kind of steel and concrete shear wall assembling-type space module structural system, to solve existing Fabricated construction system low assembly rate, poor seismic behavior, on-site hoisting workload be present greatly and position of joints is not easy working Technical problem.
Technical solutions of the utility model are as follows.
A kind of steel and concrete shear wall assembling-type space module structural system includes a first space module unit;Institute State the space of planes modular unit of bell-shaped five that the first space module unit includes being made up of a face top surface floor and four sides wallboard;
The wallboard is pre-manufactured steel concrete shear wallboard, and the wallboard includes shear wall slab main body and i shaped steel structure Part;On the vertical side of the shear wall slab main body left and right ends, vertically interval is embedded with horizontal dowel, dowel One end be anchored in the concrete of shear wall slab main body, the other end of dowel exceeds the vertical side of left end of shear wall slab main body Face or the vertical side of right-hand member, and it is provided with screw thread beyond part;The upper end of vertical reinforcement exceeds in the shear wall slab main body The top surface of shear wall slab main body;The bottom surface of the shear wall slab main body corresponds to shear wall slab body top vertical reinforcement opening position and opened Provided with mouth of connecting trough, the mouth of connecting trough is located in shear wall slab main body front side plate face and/or rear side plate face;The i shaped steel structure Part has two, is connected respectively on the vertical side at shear wall slab main body both ends, and the top of i shaped steel component is with cutting The top of power wallboard main body is concordant, and the bottom of i shaped steel component is concordant with the bottom of shear wall slab main body;Wherein, i shaped steel On the lower flange of component, correspondingly the opening position of dowel offers perforation, and dowel is correspondingly worn beyond shear wall slab main part In perforation on lower flange, and fixed by nut;The top flange width of i shaped steel component be less than web width, and On top flange, be spaced apart be provided with connecting hole;The opening position of connecting hole on top flange is corresponded on the web of i shaped steel component to open up There is through hole;It is I-shaped by transverse and longitudinal adjacent two between two adjacent facing-wall boards of transverse and longitudinal in the first space module unit Steel member connects;The top flange plate of wherein one i shaped steel component is stretched between the upper lower flange of another i shaped steel component Gap in and be bolted with its web;
On the floor, it is provided with the opening position close to edge and vertical wears muscle hole;It is described to wear muscle hole and shear wall The vertical reinforcement of plate body top is correspondingly arranged;Wherein, vertical reinforcement is correspondingly through in muscle hole, and its upper end exceeds floor top Face, the board direction for being provided with mouth of connecting trough to corresponding side beyond part are bent.
Preferably, the top flange width of the i shaped steel component is less than the width of lower flange, two to be connected in transverse and longitudinal Root i shaped steel top and bottom are equipped with horizontal end plate;The planar dimension of the end plate and two i shaped steel components The rectangular dimension that the outer contour of horizontal section is surrounded is adapted, and the position in muscle hole is worn in the plate face of end plate, on corresponding floor The place of putting interval is provided with bolt hole.
Preferably, the top surface of the floor and bottom surface, be provided with rubber sheet gasket at four angle positions;The rubber Glue gasket arrangement corresponding with end plate, and be embedded in floorslab concrete, the embedded depth of rubber sheet gasket is adapted with its thickness, rubber The planar dimension of glue gasket and the planar dimension of end plate are adapted, on rubber sheet gasket, the opening position of corresponding end plate upper bolt hole Also bolt hole is offered;It is bolted between the end plate, rubber sheet gasket and floor.
Preferably, a kind of described steel and concrete shear wall assembling-type space module structural system also includes at least one First space module unit;In the first space module unit, the lower end of vertical reinforcement is beyond company in the shear wall slab main body The top surface of access slot mouth, and bent beyond part towards the board direction for being provided with mouth of connecting trough side;The first space module unit Between connection be positioned at different layers the first space module unit vertical splicing;Wherein, the first space module of lower floor unit The crotch of the vertical reinforcement of middle shear wall slab body top correspondingly stretches into shear wall slab main body in the first space module unit of upper strata In the mouth of connecting trough of bottom, and the crotch of the vertical reinforcement of lower floor's shear wall slab main body and the connection of upper strata shear wall slab main body The crotch of vertical reinforcement using sleeve connection or is welded to connect in notch;I shaped steel structure in lower floor's the first space module unit Pass through bolt between the end plate of i shaped steel member bottom section in end plate, floor and upper strata the first space module unit at the top of part Connection.
Preferably, a kind of described steel and concrete shear wall assembling-type space module structural system also includes one second Space module unit or at least two second space modular units;The second space modular unit is included by a face top surface building The bell jar of plate and three facing-wall boards composition lacks metope space module unit.
Preferably, when the structural system includes a second space modular unit, the second space module list The connection of member and the first space module unit of the bottom is to splice positioned at the horizontal of same layer, and two spaces modular unit Between splicing side wallboard quantity sum altogether be not more than one side;Wherein, metope side is lacked in second space modular unit I shaped steel component is corresponding with the i shaped steel component of the first space module unit side to be fixedly connected.
Preferably, when the structural system includes two second space modular units, the second space module list The connection of member and second space modular unit is to splice positioned at the horizontal of same layer, and is in rods arranged in horizontal line;Two second spaces The wallboard quantity of splicing side between modular unit is one side, and is correspondingly fixedly connected by i shaped steel component;Described second The connection of space module unit and the bottom the first space module unit is to splice positioned at the horizontal of same layer, and two spaces The wallboard quantity sum of splicing side between modular unit is not more than one side altogether, and metope side is lacked in second space modular unit I shaped steel component corresponding with the i shaped steel structure of the first space module unit side be fixedly connected.
Preferably, when the structural system includes two second space modular units, the second space module list The connection of member is the vertical splicing of the second space modular unit positioned at different layers;Wherein cut in lower floor's second space modular unit The crotch of the vertical reinforcement of power wallboard body top correspondingly stretches into shear wall slab bottom part body in the second space modular unit of upper strata Mouth of connecting trough in, and the mouth of connecting trough of the crotch of the vertical reinforcement of lower floor's shear wall slab main body and upper strata shear wall slab main body In vertical reinforcement crotch using sleeve connection or being welded to connect;I shaped steel component in lower floor's second space modular unit Connected in the end plate at top, floor and upper strata second space modular unit between the end plate of i shaped steel member bottom section by bolt Connect.
Preferably, when the structural system includes at least three second space modular units, the second space mould The connection of module unit and second space modular unit is positioned at the horizontal splicing of same layer and/or for positioned at the second of different layers The vertical splicing of space module unit;In wherein of vertically-adjacent second space modular unit, lower floor's second space modular unit The crotch of the vertical reinforcement of middle shear wall slab body top correspondingly stretches into shear wall slab main body in the second space modular unit of upper strata In the mouth of connecting trough of bottom, and the crotch of the vertical reinforcement of lower floor's shear wall slab main body and the connection of upper strata shear wall slab main body The crotch of vertical reinforcement in notch is using sleeve connection or is welded to connect;I shaped steel in lower floor's second space modular unit Pass through spiral shell between the end plate of i shaped steel member bottom section in the end plate of top, floor and upper strata second space modular unit Tether and connect;The wallboard quantity of splicing side between horizontally adjacent second space modular unit is one side, and passes through i shaped steel Component is correspondingly fixedly connected;Corresponding horizontal splicing connection between the second space modular unit and the first space module unit, And the wallboard quantity sum for splicing side is not more than one side altogether;Wherein, the work of metope side is lacked in second space modular unit Shaped steel component is corresponding with the i shaped steel component of the first space module unit side to be fixedly connected.
The utility model has the characteristics that and beneficial effect compared with prior art.
1st, the utility model completes the system of wallboard and floor in factory first by the way of shaped steel and Combined concrete Make, then complete the assembling of wallboard and floor in factory again, be assembled into a space module unit, then transport again to applying The lifting of space module unit is completed at work scene, is greatly improved the prefabricated rate of building element, is effectively improved lifting efficiency.
2nd, the utility model application shaped steel and armored concrete are combined, and have given full play to the mechanical property of various materials Can, it make use of that steel construction ductility is good, assembled is easy to connect and reinforced concrete structure rigidity be big, can improve Stability Analysis of Structures Property the advantages of so that the assembled steel reinforced concrete shear walls assembling-type space module structural system proposed have it is stronger Shock resistance and energy-dissipating property, wallboard and floor construction position of joints all using mechanically connecting, are easy to construction and installation.
3rd, wallboard described in the utility model includes shear wall slab main body and is connected to the I-shaped of wallboard main body both sides Steel member, it is integral by the connection of i shaped steel component between two blocks of adjacent wallboards in length and breadth, not only make wallboard attended operation simple It is single, while the structure that i shaped steel component adjacent in length and breadth is spliced into also enhances the carrying of structural system equivalent to structural column Ability.
4th, the utility model proposes space module unit by prefabricated panel and precast floor slab by the way of mechanically connecting It is spliced, and the top of vertical reinforcement in lower floor's prefabricated panel is passed through middle floor layer with being erected in the prefabricated panel of upper strata To the corresponding globality for connecting, adding system in bottom of reinforcing bar, while each component in structural system is using machines such as bolts The mode of tool connection is attached, and is easy to tearing down and reconstructing for structural system, while the steel utilized in structural system can recycle The rate of recovery for improving building is advantageous to sustainable development, is adapted to the theme of Green Architectural Development.
5th, structural system deadlight and floor combination free of the present utility model, the requirement of function can be used according to building Flexible combination and default, space module unit many sizes of metope, be advantageous to abundant building and use space and full Sufficient building function requirement.
6th, between the first space module unit in the utility model, the first space module unit and second space module list Connection between member is attached by the way of the mechanical connections such as bolt, is easy to tearing down and reconstructing for structure, while sharp in structural system Steel, which can recycle, to be improved the rate of recovery of building and is advantageous to sustainable development, is adapted to the master of Green Architectural Development Topic.
7th, the advantages of two kinds of materials of shaped steel and concrete are comprehensively utilized in the structural system in the utility model carries out complementation, The shortcomings that can existing again with compensating material while various material advantages have been given play to, the same reinforced concrete structure of the structural system Compare, have and reduce sectional dimension of members, mitigate dead load, reduce geological process, increase effectively using space, reduce basis Cost, convenient installation, shorten the advantages that construction period, increase component and structure ductility;Compared with steel construction, combining structure tool It is excellent to be reduced steel using amount, increase rigidity, the stability for increasing structure and globality, the apyrous for improving structure and durability etc. Point.
Brief description of the drawings
Fig. 1 is to be provided with the axle side schematic diagram that a row vertically wears muscle hole on floor in embodiment 1.
Fig. 2 is the structural representation that shear wall slab body top is provided with row's vertical reinforcement in embodiment 1.
Fig. 3 is the structural representation of the i shaped steel component of the reinforcing bar and both sides in embodiment 1 in shear wall slab main body.
Fig. 4 is the i shaped steel component thin portion structural representation in the utility model.
Fig. 5 is the wallboard vertex structural representation in embodiment 1.
Fig. 6 is structural representation at the wallboard base angle in embodiment 1;
Fig. 7 is the first space module cellular construction schematic diagram in the utility model.
Fig. 8 is the wallboard in embodiment 1 and the structural representation of floor connection structure vertex.
Fig. 9 is the wallboard in embodiment 1 and the structural representation at floor connection structure base angle.
Figure 10 is the adjacent two i shaped steels member connecting structure schematic diagram of transverse and longitudinal.
Figure 11 is to be provided with the schematic diagram that two rows vertically wear muscle hole on floor in embodiment 2.
Figure 12 is the structural representation that shear wall slab body top is provided with two row's vertical reinforcements in embodiment 2.
Figure 13 is the wallboard vertex structural representation in embodiment 2.
Figure 14 is structural representation at the wallboard base angle in embodiment 2.
Figure 15 is two piece of first space module unit and one piece of second space modular unit splicing construction schematic diagram.
Figure 16 shows for second space modular unit and the horizontal connecting node of the first space module unit spliced structure construction It is intended to;
Figure 17 shows for the vertical connecting node of the first space module unit and the first space module unit spliced structure construction It is intended to.
Reference:1-floor, 2-wallboard, 2.1-shear wall slab main body, 2.2-i shaped steel component, 2.3-it is perpendicular Perforated to reinforcing bar, 3-dowel, 4-nut, 5-mouth of connecting trough, 6-wearing muscle hole, 7-end plate, 8-rubber sheet gasket, 9-, 10-connecting hole, 11-through hole, 12-bolt hole, 13-circular hole.
Embodiment
Embodiment 1
As shown in Fig. 1-10,15-17, this steel and concrete shear wall assembling-type space module structural system, include one Individual first space module unit;The first space module unit includes what is be made up of a face top surface floor 1 and four sides wallboard 2 The space of planes modular unit of bell-shaped five;The wallboard 2 is pre-manufactured steel concrete shear wallboard, and the wallboard 2 includes shear wall slab Main body 2.1 and i shaped steel component 2.2;On the vertical side of the left and right ends of shear wall slab main body 2.1, vertically it is spaced Horizontal dowel 3 is embedded with, one end of dowel 3 is anchored in the concrete of shear wall slab main body 2.1, and meets related rule The requirement of model anchorage length, the other end of dowel 3 exceed the vertical side of left end or the vertical side of right-hand member of shear wall slab main body 2.1 Face, and it is provided with screw thread beyond part;The upper end of vertical reinforcement 2.3 exceeds shear wall slab master in the shear wall slab main body 2.1 The top surface of body 2.1;The bottom surface of the shear wall slab main body 2.1 corresponds to the opening position of 2.1 top vertical reinforcement of shear wall slab main body 2.3 Mouth of connecting trough 5 is offered, the mouth of connecting trough 5 is located in the front side plate face of shear wall slab main body 2.1 or rear side plate face;It is described I-shaped Steel member 2.2 has two, is connected respectively on the vertical side at the both ends of shear wall slab main body 2.1, and i shaped steel component 2.2 top is concordant with the top of shear wall slab main body 2.1, bottom and the shear wall slab main body 2.1 of i shaped steel component 2.2 Bottom is concordant;Wherein, on the lower flange of i shaped steel component 2.2, the opening position of corresponding dowel 3 offers perforation 9, dowel 3 are correspondingly through in the perforation 9 on lower flange beyond the part of shear wall slab main body 2.1, and are fixed by nut 4;I shaped steel structure The top flange width of part 2.2 be less than web width, and on top flange, be spaced apart be provided with connecting hole 10;I shaped steel component The opening position that connecting hole 10 on top flange is corresponded on 2.2 web offers through hole 11;It is horizontal in the first space module unit Connected between two adjacent facing-wall boards 2 of longitudinal phase by two adjacent i shaped steel components 2.2 of transverse and longitudinal;A wherein i shaped steel structure Pass through in the gap that the top flange plate of part 2.2 is stretched between the upper lower flange of another i shaped steel component 2.2 and with its web Bolt connection;In order to ensure that the mechanical property of bolt plays one's part to the full, pitch of bolts should meet related specifications and detailing requiments; On the floor 1, the opening position close to edge be provided with a row it is vertical wear muscle hole 6;It is described to wear muscle hole 6 and shear wall slab The vertical reinforcement 2.3 at the top of main body 2.1 is correspondingly arranged;Wherein, vertical reinforcement 2.3 is corresponding is through in muscle hole 6, and its upper end surpasses Go out the top surface of floor 1, the board direction for being provided with mouth of connecting trough 5 to corresponding side beyond part is bent.
In the present embodiment, reinforced mesh is provided with the floor 1, reinforced mesh is configured according to design calculating.
In the present embodiment, there is a row beyond the vertical reinforcement 2.3 of the top surface of shear wall slab main body 2.1, mouth of connecting trough 5 is provided with One group and in the leading flank of shear wall slab main body 2.1 or back side;The vertical reinforcement 2.3 is located at mouth of connecting trough 5 The homonymy of shear wall slab main body 2.1, and corresponding arrangement.
In the present embodiment, the top flange width of the i shaped steel component 2.2 is less than the width of lower flange, is connected in transverse and longitudinal The top and bottom of two i shaped steel components 2.2 connect are equipped with horizontal end plate 7;The planar dimension of the end plate 7 and two The rectangular dimension that the outer contour of the horizontal section of i shaped steel component 2.2 is surrounded is adapted, in the plate face of end plate 7, correspondingly The opening position interval that muscle hole 6 is worn on floor 1 is provided with bolt hole 12.
In the present embodiment, the top surface of the floor 1 and bottom surface, rubber sheet gasket 8 is provided with four angle positions; The arrangement corresponding with end plate 7 of rubber sheet gasket 8, and be embedded in the concrete of floor 1, the embedded depth of rubber sheet gasket 8 is thick with it Degree is adapted, and the planar dimension of the planar dimension and end plate 7 of rubber sheet gasket 8 is adapted, on rubber sheet gasket 8, on corresponding end plate 7 The opening position of bolt hole 12 also offers bolt hole 12;It is bolted between the end plate 7, rubber sheet gasket 8 and floor 1.
In the present embodiment, on the basis of the structural system can with assembled at least one first space module unit, Connection between first space module unit is the vertical splicing of the first space module unit positioned at different layers;Each first In space module unit, the lower end of vertical reinforcement 2.3 exceeds the top surface of mouth of connecting trough 5 in the shear wall slab main body 2.1, and super Go out part to bend towards the board direction for being provided with the side of mouth of connecting trough 5;
Bend length and be equal to the bending length that the upper end of vertical reinforcement 2.3 exceeds the summit portion of floor 1;Treat the first space module The reinforcing bar that levels shear wall slab main body 2.1 connects out after unit is vertically installed is on an axis;Wherein, the space of lower floor first The crotch of row's vertical reinforcement 2.3 at the top of shear wall slab main body 2.1 correspondingly stretches into the space module of upper strata first in modular unit In unit in one group of mouth of connecting trough 5 of the bottom of shear wall slab main body 2.1, and the vertical reinforcement of lower floor's shear wall slab main body 2.1 In 2.3 crotch and the mouth of connecting trough 5 of upper strata shear wall slab main body 2.1 crotch of vertical reinforcement 2.3 using sleeve connection or It is welded to connect;In addition, end plate 7, floor 1 and upper strata in lower floor's the first space module unit at the top of i shaped steel component 2.2 It is bolted in first space module unit between the end plate 7 of the bottom of i shaped steel component 2.2.
In the present embodiment, a second space modular unit or extremely can also be spliced on the basis of said structure system Few two second space modular units;The second space modular unit includes being made up of a face top surface floor 1 and three facing-wall boards 2 Bell jar lack metope space module unit;In the embodiment, the connecting method of second space modular unit is divided into four kinds of situations again.
The first situation, when the first space module unit vertically connected in a first space module unit or one group When the side of system connects a second space modular unit, the first spatial mode of the second space modular unit and the bottom The connection of module unit is to splice positioned at the horizontal of same layer, and the wallboard 2 of the splicing side between the two space module units Quantity sum is not more than one side altogether;Wherein, the i shaped steel component 2.2 and the of metope side is lacked in second space modular unit The i shaped steel component 2.2 of one space module unit side is corresponding to be fixedly connected.
Second of situation, when the first space module unit vertically connected in a first space module unit or one group When the side of system connects two second space modular units, the second space modular unit and second space modular unit The horizontal splicing positioned at same layer is connected as, and is in rods arranged in horizontal line;Splicing side between two second space modular units The quantity of wallboard 2 is one side, and is fixedly connected by the way that i shaped steel component 2.2 is corresponding;The second space modular unit and most bottom The connection of the first space module unit of layer is to splice positioned at the horizontal of same layer, and the splicing between two spaces modular unit The quantity sum of wallboard 2 of side is not more than one side altogether;Wherein, the i shaped steel structure of metope side is lacked in second space modular unit Part 2.2 is corresponding with the i shaped steel component 2.2 of the first space module unit side to be fixedly connected.
The third situation, when the first space module unit vertically connected in a first space module unit or one group When the side of system connects two second space modular units, the second space modular unit and second space modular unit It is connected as the vertical splicing of the second space modular unit positioned at different layers;Wherein of vertically-adjacent second space modular unit In, the crotch of the vertical reinforcement 2.3 at the top of shear wall slab main body 2.1 correspondingly stretches into upper strata the in lower floor's second space modular unit In two space module units in the mouth of connecting trough 5 of the bottom of shear wall slab main body 2.1, and lower floor's shear wall slab main body 2.1 is perpendicular Sleeve is used to the crotch of the crotch and the vertical reinforcement 2.3 in the mouth of connecting trough 5 of upper strata shear wall slab main body 2.1 of reinforcing bar 2.3 Connect or be welded to connect;The space module of i shaped steel component 2.2 and first of metope side is lacked in second space modular unit The i shaped steel component 2.2 of unit side is corresponding to be fixedly connected.
4th kind of situation, when the first space module unit vertically connected in a first space module unit or one group When the side of system connects at least three second space modular units, the second space modular unit and second space module list The connection of member is positioned at the horizontal splicing of same layer and/or for positioned at the vertical spelling of the second space modular unit of different layers Connect;In wherein of vertically-adjacent second space modular unit, the top of shear wall slab main body 2.1 in lower floor's second space modular unit The crotch of vertical reinforcement 2.3 correspondingly stretch into the link slot of the bottom of shear wall slab main body 2.1 in the second space modular unit of upper strata In mouth 5, and the crotch of the vertical reinforcement 2.3 of lower floor's shear wall slab main body 2.1 and the link slot of upper strata shear wall slab main body 2.1 The crotch of vertical reinforcement 2.3 in mouth 5 is using sleeve connection or is welded to connect;It is I-shaped in lower floor's second space modular unit The end plate of the bottom of i shaped steel component 2.2 in end plate 7, floor 1 and upper strata second space modular unit at the top of steel member 2.2 It is bolted between 7;The quantity of wallboard 2 of splicing side between horizontally adjacent second space modular unit is one side, and It is fixedly connected by the way that i shaped steel component 2.2 is corresponding;It is right between the second space modular unit and the first space module unit Horizontal it should splice connection, and the quantity sum of wallboard 2 for splicing side is not more than one side altogether;Wherein, second space modular unit In lack metope side i shaped steel component 2.2 it is corresponding with the i shaped steel component 2.2 of the first space module unit side fixation Connection.
Embodiment 2
As shown in figures 10-17, this steel and concrete shear wall assembling-type space module structural system, includes one first Space module unit;The first space module unit includes the bell-shaped being made up of a face top surface floor 1 and four sides wallboard 2 Five space of planes modular units;The wallboard 2 is pre-manufactured steel concrete shear wallboard, and the wallboard 2 includes shear wall slab main body 2.1 With i shaped steel component 2.2;On the vertical side of the left and right ends of shear wall slab main body 2.1, vertically interval is embedded with Horizontal dowel 3, one end of dowel 3 are anchored in the concrete of shear wall slab main body 2.1, and meet that related specifications anchor Length requirement, the other end of dowel 3 exceed the vertical side of left end or the vertical side of right-hand member of shear wall slab main body 2.1, and Screw thread is provided with beyond part;The upper end of vertical reinforcement 2.3 exceeds shear wall slab main body 2.1 in the shear wall slab main body 2.1 Top surface;The bottom surface of the shear wall slab main body 2.1 corresponds to the opening position of 2.1 top vertical reinforcement of shear wall slab main body 2.3 and opened up There is mouth of connecting trough 5, the mouth of connecting trough 5 is located in the front side plate face of shear wall slab main body 2.1 and rear side plate face;The i shaped steel structure Part 2.2 has two, is connected respectively on the vertical side at the both ends of shear wall slab main body 2.1, and i shaped steel component 2.2 Top is concordant with the top of shear wall slab main body 2.1, the bottom of i shaped steel component 2.2 and the bottom of shear wall slab main body 2.1 Concordantly;Wherein, on the lower flange of i shaped steel component 2.2, the opening position of corresponding dowel 3 offers perforation 9, and dowel 3 surpasses Go out the part of shear wall slab main body 2.1 to be correspondingly through in the perforation 9 on lower flange, and fixed by nut 4;I shaped steel component 2.2 top flange width be less than web width, and on top flange, be spaced apart be provided with connecting hole 10;I shaped steel component 2.2 Web on correspond to the opening position of connecting hole 10 on top flange and offer through hole 11;In the first space module unit, transverse and longitudinal Connected between two adjacent facing-wall boards 2 by two adjacent i shaped steel components 2.2 of transverse and longitudinal;A wherein i shaped steel component Pass through spiral shell in the gap that 2.2 top flange plate is stretched between the upper lower flange of another i shaped steel component 2.2 and with its web Tether and connect;In order to ensure that the mechanical property of bolt plays one's part to the full, pitch of bolts should meet related specifications and detailing requiments;Institute State on floor 1, the opening position close to edge be provided with two rows it is vertical wear muscle hole 6;It is described to wear muscle hole 6 and shear wall slab master The vertical reinforcement 2.3 at the top of body 2.1 is correspondingly arranged;Wherein, vertical reinforcement 2.3 is corresponding is through in muscle hole 6, and its upper end exceeds The top surface of floor 1, the board direction for being provided with mouth of connecting trough 5 to corresponding side beyond part are bent.
In the present embodiment, reinforced mesh is provided with the floor 1, reinforced mesh is configured according to design calculating.
In the present embodiment, there are two rows beyond the vertical reinforcement 2.3 of the top surface of shear wall slab main body 2.1, respectively positioned at shearing On the leading flank of wallboard main body 2.1 and back side, mouth of connecting trough 5 be provided with one group and positioned at the leading flank of shear wall slab main body 2.1 or In person's back side, and arrangement corresponding with vertical reinforcement 2.3.
In the present embodiment, the top flange width of the i shaped steel component 2.2 is less than the width of lower flange, is connected in transverse and longitudinal The top and bottom of two i shaped steel components 2.2 connect are equipped with horizontal end plate 7;The planar dimension of the end plate 7 and two The rectangular dimension that the outer contour of the horizontal section of i shaped steel component 2.2 is surrounded is adapted, in the plate face of end plate 7, correspondingly The opening position interval that muscle hole 6 is worn on floor 1 is provided with bolt hole 12.
In the present embodiment, the top surface of the floor 1 and bottom surface, rubber sheet gasket 8 is provided with four angle positions; The arrangement corresponding with end plate 7 of rubber sheet gasket 8, and be embedded in the concrete of floor 1, the embedded depth of rubber sheet gasket 8 is thick with it Degree is adapted, and the planar dimension of the planar dimension and end plate 7 of rubber sheet gasket 8 is adapted, on rubber sheet gasket 8, on corresponding end plate 7 The opening position of bolt hole 12 also offers bolt hole 12;It is bolted between the end plate 7, rubber sheet gasket 8 and floor 1.
In the present embodiment, on the basis of the structural system can with assembled at least one first space module unit, Connection between first space module unit is the vertical splicing of the first space module unit positioned at different layers;Each first In space module unit, the lower end of vertical reinforcement 2.3 exceeds the top surface of mouth of connecting trough 5 in the shear wall slab main body 2.1, and super Go out part to bend towards the board direction for being provided with the side of mouth of connecting trough 5;
Bend length and be equal to the bending length that the upper end of vertical reinforcement 2.3 exceeds the summit portion of floor 1;Treat the first space module The reinforcing bar that levels shear wall slab main body 2.1 connects out after unit is vertically installed is on an axis;Wherein, the space of lower floor first The crotch of row's vertical reinforcement 2.3 at the top of shear wall slab main body 2.1 correspondingly stretches into the space module of upper strata first in modular unit In unit in one group of mouth of connecting trough 5 of the bottom of shear wall slab main body 2.1, and the vertical reinforcement of lower floor's shear wall slab main body 2.1 In 2.3 crotch and the mouth of connecting trough 5 of upper strata shear wall slab main body 2.1 crotch of vertical reinforcement 2.3 using sleeve connection or It is welded to connect;In addition, end plate 7, floor 1 and upper strata in lower floor's the first space module unit at the top of i shaped steel component 2.2 It is bolted in first space module unit between the end plate 7 of the bottom of i shaped steel component 2.2.
In the present embodiment, a second space modular unit or extremely can also be spliced on the basis of said structure system Few two second space modular units;The second space modular unit includes being made up of a face top surface floor 1 and three facing-wall boards 2 Bell jar lack metope space module unit;In the embodiment, the connecting method of second space modular unit is divided into four kinds of situations again.
The first situation, when the first space module unit vertically connected in a first space module unit or one group When the side of system connects a second space modular unit, the first spatial mode of the second space modular unit and the bottom The connection of module unit is to splice positioned at the horizontal of same layer, and the wallboard 2 of the splicing side between the two space module units Quantity sum is not more than one side altogether;Wherein, the i shaped steel component 2.2 and the of metope side is lacked in second space modular unit The i shaped steel component 2.2 of one space module unit side is corresponding to be fixedly connected.
Second of situation, when the first space module unit vertically connected in a first space module unit or one group When the side of system connects two second space modular units, the second space modular unit and second space modular unit The horizontal splicing positioned at same layer is connected as, and is in rods arranged in horizontal line;Splicing side between two second space modular units The quantity of wallboard 2 is one side, and is fixedly connected by the way that i shaped steel component 2.2 is corresponding;The second space modular unit and most bottom The connection of the first space module unit of layer is to splice positioned at the horizontal of same layer, and the splicing between two spaces modular unit The quantity sum of wallboard 2 of side is not more than one side altogether;Wherein, the i shaped steel structure of metope side is lacked in second space modular unit Part 2.2 is corresponding with the i shaped steel component 2.2 of the first space module unit side to be fixedly connected.
The third situation, when the first space module unit vertically connected in a first space module unit or one group When the side of system connects two second space modular units, the second space modular unit and second space modular unit It is connected as the vertical splicing of the second space modular unit positioned at different layers;Wherein of vertically-adjacent second space modular unit In, the crotch of the vertical reinforcement 2.3 at the top of shear wall slab main body 2.1 correspondingly stretches into upper strata the in lower floor's second space modular unit In two space module units in the mouth of connecting trough 5 of the bottom of shear wall slab main body 2.1, and lower floor's shear wall slab main body 2.1 is perpendicular Sleeve is used to the crotch of the crotch and the vertical reinforcement 2.3 in the mouth of connecting trough 5 of upper strata shear wall slab main body 2.1 of reinforcing bar 2.3 Connect or be welded to connect;The space module of i shaped steel component 2.2 and first of metope side is lacked in second space modular unit The i shaped steel component 2.2 of unit side is corresponding to be fixedly connected.
4th kind of situation, when the first space module unit vertically connected in a first space module unit or one group When the side of system connects at least three second space modular units, the second space modular unit and second space module list The connection of member is positioned at the horizontal splicing of same layer and/or for positioned at the vertical spelling of the second space modular unit of different layers Connect;In wherein of vertically-adjacent second space modular unit, the top of shear wall slab main body 2.1 in lower floor's second space modular unit The crotch of vertical reinforcement 2.3 correspondingly stretch into the link slot of the bottom of shear wall slab main body 2.1 in the second space modular unit of upper strata In mouth 5, and the crotch of the vertical reinforcement 2.3 of lower floor's shear wall slab main body 2.1 and the link slot of upper strata shear wall slab main body 2.1 The crotch of vertical reinforcement 2.3 in mouth 5 is using sleeve connection or is welded to connect;It is I-shaped in lower floor's second space modular unit The end plate of the bottom of i shaped steel component 2.2 in end plate 7, floor 1 and upper strata second space modular unit at the top of steel member 2.2 It is bolted between 7;The quantity of wallboard 2 of splicing side between horizontally adjacent second space modular unit is one side, and It is fixedly connected by the way that i shaped steel component 2.2 is corresponding;It is right between the second space modular unit and the first space module unit Horizontal it should splice connection, and the quantity sum of wallboard 2 for splicing side is not more than one side altogether;Wherein, second space modular unit In lack metope side i shaped steel component 2.2 it is corresponding with the i shaped steel component 2.2 of the first space module unit side fixation Connection.
The construction method of this steel and concrete shear wall assembling-type space module structural system, including step are as follows.
Step 1:Be prefabricated in the factory floor 1, shear wall slab main body 2.1 and i shaped steel component 2.2.
Step 2:The assembling of first space module unit and second space modular unit, specific steps include as follows.
Step a:I shaped steel component 2.2 is connected on the vertical side of the left and right ends of shear wall slab main body 2.1;Will shearing Dowel 3 is corresponded to beyond part and is through in the perforation 9 on the lower flange of i shaped steel component 2.2 in wallboard main body 2.1, and is screwed on Nut 4 is fixed.
Step b:The assembly of wallboard 2, including the assembly of the first space module unit deadlight and second space modular unit The assembly of deadlight;The i shaped steel component 2.2 of the i shaped steel component 2.2 of transverse wall panel end and longitudinal wall panel ends is right It should connect, the top flange plate of wherein one i shaped steel component 2.2 is stretched into the upper lower flange of another i shaped steel component 2.2 Between gap in and be bolted with its web.
Step c:Horizontal end plate 7 is respectively provided with the top and bottom of two i shaped steel components 2.2 that transverse and longitudinal is connected;Institute The rectangular dimension that the outer contour of the planar dimension and two horizontal sections of i shaped steel component 2.2 of stating end plate 7 is surrounded mutually is fitted Should, and the opening position interval for wearing in the plate face of end plate 7, on corresponding floor 1 muscle hole 6 opens up bolt hole 12.
Step d:The installation of floor 1;The assembled top of the wallboard 2 installation floor 1 completed in step c;Make beyond shearing The vertical reinforcement 2.3 at the top of wallboard main body 2.1 is corresponding to be through wearing in muscle hole 6 on floor 1, and vertical reinforcement 2.3 pushes up beyond floor 1 Portion is bent partially towards the board direction for being provided with the side of mouth of connecting trough 5.
Step 3:Vertical splicing between different layers the first space module unit;By in lower floor's the first space module unit The crotch of vertical reinforcement 2.3 at the top of shear wall slab main body 2.1 correspondingly stretches into shear wall slab master in the first space module unit of upper strata In the mouth of connecting trough 5 of the bottom of body 2.1, and by the crotch of vertical reinforcement 2.3 of lower floor's shear wall slab main body 2.1 and upper strata shear wall The crotch of vertical reinforcement 2.3 using sleeve connection or is welded to connect in the mouth of connecting trough 5 of plate main body 2.1;Then by lower floor first I-shaped in the end plate 7 at the top of i shaped steel component 2.2, floor 1 and upper strata the first space module unit in space module unit It is bolted between the end plate 7 of the bottom of Steel section member 2.2.
Step 4:Second space modular unit is installed;Second space modular unit is connected in turn to assembled structure In system, until all second space modular units install.
Step 5:In the mode such as the outside casting concrete of the attachment structure of i shaped steel component 2.2 or filling with light material Handled, concrete is collectively forming steel concrete column with i shaped steel component 2.2;So far construction terminates;Casting concrete It can be advantageous to improve integrally-built performance and meet the fire prevention and corrosion protection design requirement of steel member.
In the step of the present embodiment four, when the structural system includes a second space modular unit, by second Space module unit connects with the splicing of the first space module of bottom unit horizontal, and makes to lack metope in second space modular unit The i shaped steel component 2.2 of side is corresponding with the i shaped steel component 2.2 of the first space module unit side to be fixedly connected.
, can between the second space modular unit when the structural system includes two second space modular units With vertical splicing connection or horizontal splicing connection.
When the structural system includes at least three second space modular units, the second space modular unit it Between can vertically splice connection either horizontal splicing connection or i.e. in level to the splicing connection splicing company on vertical simultaneously again Connect.
Content described in this specification embodiment is only enumerating to the way of realization of utility model design, and this practicality is new The protection domain of type is not construed as being only limitted to the concrete form that embodiment is stated, the scope of protection of the utility model covers Those skilled in the art according to the utility model design it is conceivable that equivalent technologies mean.

Claims (8)

  1. A kind of 1. steel and concrete shear wall assembling-type space module structural system, it is characterised in that:Include first space Modular unit;The first space module unit is included by a face top surface floor(1)And four sides wallboard(2)The bell-shaped of composition Five space of planes modular units;
    The wallboard(2)For pre-manufactured steel concrete shear wallboard, the wallboard(2)Include shear wall slab main body(2.1)And I-shaped Steel section member(2.2);The shear wall slab main body(2.1)On the vertical side of left and right ends, vertically interval is embedded with water Flat dowel(3), dowel(3)One end be anchored at shear wall slab main body(2.1)Concrete in, dowel(3)It is another One end exceeds shear wall slab main body(2.1)The vertical side of left end or the vertical side of right-hand member, and be provided with screw thread beyond part; The shear wall slab main body(2.1)Middle vertical reinforcement(2.3)Upper end exceed shear wall slab main body(2.1)Top surface;It is described to cut Power wallboard main body(2.1)Bottom surface correspond to shear wall slab main body(2.1)Top vertical reinforcement(2.3)Opening position offers link slot Mouthful(5), the mouth of connecting trough(5)Positioned at shear wall slab main body(2.1)In front side plate face and/or rear side plate face;The i shaped steel Component(2.2)There are two, be connected respectively in shear wall slab main body(2.1)On the vertical side at both ends, and i shaped steel structure Part(2.2)Top and shear wall slab main body(2.1)Top it is concordant, i shaped steel component(2.2)Bottom and shear wall slab Main body(2.1)Bottom it is concordant;Wherein, i shaped steel component(2.2)Lower flange on, corresponding dowel(3)Opening position open Provided with perforation(9), dowel(3)Beyond shear wall slab main body(2.1)The corresponding perforation being through on lower flange in part(9)In, and Pass through nut(4)It is fixed;I shaped steel component(2.2)Top flange width be less than web width, and on top flange, interval Offer connecting hole(10);I shaped steel component(2.2)Web on correspond to connecting hole on top flange(10)Opening position open up There is through hole(11);In the first space module unit, two adjacent facing-wall boards of transverse and longitudinal(2)Between pass through adjacent two of transverse and longitudinal I shaped steel component(2.2)Connection;A wherein i shaped steel component(2.2)Top flange plate stretch into another i shaped steel structure Part(2.2)Upper lower flange between gap in and be bolted with its web;
    The floor(1)It is upper, be provided with the opening position close to edge and vertical wear muscle hole(6);It is described to wear muscle hole(6)With cutting Power wallboard main body(2.1)The vertical reinforcement at top(2.3)It is correspondingly arranged;Wherein, vertical reinforcement(2.3)It is corresponding to be through muscle hole (6)In, and its upper end exceeds floor(1)Top surface, mouth of connecting trough is provided with to corresponding side beyond part(5)Board direction it is curved Folding.
  2. A kind of 2. steel and concrete shear wall assembling-type space module structural system according to claim 1, it is characterised in that: The i shaped steel component(2.2)Top flange width be less than lower flange width, in two i shaped steels that transverse and longitudinal is connected Component(2.2)Top and bottom are equipped with horizontal end plate(7);The end plate(7)Planar dimension and two i shaped steel structures Part(2.2)The rectangular dimension that the outer contour of horizontal section is surrounded is adapted, in end plate(7)Plate face on, corresponding floor(1) On wear muscle hole(6)Opening position interval be provided with bolt hole(12);
    The floor(1)Top surface and bottom surface, be provided with rubber sheet gasket at four angle positions(8);The rubber blanket Piece(8)With end plate(7)Corresponding arrangement, and it is embedded in floor(1)In concrete, rubber sheet gasket(8)Embedded depth and its thickness It is adapted, rubber sheet gasket(8)Planar dimension and end plate(7)Planar dimension be adapted, in rubber sheet gasket(8)Upper, corresponding end Plate(7)Upper bolt hole(12)Opening position also offer circular hole(13);The end plate(7), rubber sheet gasket(8)And floor(1)It Between be bolted.
  3. A kind of 3. steel and concrete shear wall assembling-type space module structural system according to claim 2, it is characterised in that: Also include at least one first space module unit;In the first space module unit, the shear wall slab main body(2.1)In Vertical reinforcement(2.3)Lower end exceed mouth of connecting trough(5)Top surface, and beyond part towards being provided with mouth of connecting trough(5)The plate of side Face direction is bent;Connection between the first space module unit is the vertical of the first space module unit positioned at different layers Splicing;Wherein, shear wall slab main body in the first space module of lower floor unit(2.1)The vertical reinforcement at top(2.3)Crotch pair Shear wall slab main body in the first space module unit of upper strata should be stretched into(2.1)The mouth of connecting trough of bottom(5)In, and lower story shear Wallboard main body(2.1)Vertical reinforcement(2.3)Crotch and upper strata shear wall slab main body(2.1)Mouth of connecting trough(5)In it is vertical Reinforcing bar(2.3)Crotch using sleeve connection or being welded to connect;I shaped steel component in lower floor's the first space module unit (2.2)The end plate at top(7), floor(1)And i shaped steel component in the first space module unit of upper strata(2.2)The end of bottom Plate(7)Between be bolted.
  4. A kind of 4. steel and concrete shear wall assembling-type space module structure according to any one in claim 1-3 System, it is characterised in that:Also include at least one second space modular unit;The second space modular unit is included by one side Top surface floor(1)With three facing-wall boards(2)The bell jar of composition lacks metope space module unit.
  5. A kind of 5. steel and concrete shear wall assembling-type space module structural system according to claim 4, it is characterised in that: When the structural system includes a second space modular unit, the first of the second space modular unit and the bottom The connection of space module unit is to splice positioned at the horizontal of same layer, and the wall of the splicing side between two spaces modular unit Plate(2)Quantity sum is not more than one side altogether;Wherein, the i shaped steel component of metope side is lacked in second space modular unit (2.2)With the i shaped steel component of the first space module unit side(2.2)It is corresponding to be fixedly connected.
  6. A kind of 6. steel and concrete shear wall assembling-type space module structural system according to claim 4, it is characterised in that: When the structural system includes two second space modular units, the second space modular unit and second space module The connection of unit is the level splicing positioned at same layer, and is in rods arranged in horizontal line;Spelling between two second space modular units Connect the wallboard of side(2)Quantity is one side, and passes through i shaped steel component(2.2)It is corresponding to be fixedly connected;The second space module The connection of unit and the bottom the first space module unit is to splice positioned at the horizontal of same layer, and two spaces modular unit Between splicing side wallboard(2)Quantity sum is not more than one side altogether, and the work of metope side is lacked in second space modular unit Shaped steel component(2.2)With the i shaped steel component of the first space module unit side(2.2)It is corresponding to be fixedly connected.
  7. A kind of 7. steel and concrete shear wall assembling-type space module structural system according to claim 4, it is characterised in that: When the structural system includes two second space modular units, the connection of the second space modular unit is positioned at not With the vertical splicing of the second space modular unit of layer;Wherein shear wall slab main body in lower floor's second space modular unit(2.1) The vertical reinforcement at top(2.3)Crotch correspondingly stretch into shear wall slab main body in the second space modular unit of upper strata(2.1)Bottom Mouth of connecting trough(5)In, and lower floor's shear wall slab main body(2.1)Vertical reinforcement(2.3)Crotch and upper strata shear wall slab Main body(2.1)Mouth of connecting trough(5)In vertical reinforcement(2.3)Crotch using sleeve connection or being welded to connect;Lower floor I shaped steel component in two space module units(2.2)The end plate at top(7), floor(1)And upper strata second space module list I shaped steel component in member(2.2)The end plate of bottom(7)Between be bolted.
  8. A kind of 8. steel and concrete shear wall assembling-type space module structural system according to claim 4, it is characterised in that: When the structural system includes at least three second space modular units, the second space modular unit and second space The connection of modular unit is positioned at the horizontal splicing of same layer and/or for positioned at the perpendicular of the second space modular unit of different layers To splicing;In wherein of vertically-adjacent second space modular unit, shear wall slab main body in lower floor's second space modular unit (2.1)The vertical reinforcement at top(2.3)Crotch correspondingly stretch into shear wall slab main body in the second space modular unit of upper strata(2.1) The mouth of connecting trough of bottom(5)In, and lower floor's shear wall slab main body(2.1)Vertical reinforcement(2.3)Crotch and upper story shear Wallboard main body(2.1)Mouth of connecting trough(5)In vertical reinforcement(2.3)Crotch using sleeve connection or being welded to connect;Under I shaped steel component in layer second space modular unit(2.2)The end plate at top(7), floor(1)And upper strata second space mould I shaped steel component in module unit(2.2)The end plate of bottom(7)Between be bolted;Horizontally adjacent second space module The wallboard of splicing side between unit(2)Quantity is one side, and passes through i shaped steel component(2.2)It is corresponding to be fixedly connected;It is described Corresponding horizontal splicing connection between second space modular unit and the first space module unit, and splice the wallboard of side(2)Number Measure sum and be not more than one side altogether;Wherein, the i shaped steel component of metope side is lacked in second space modular unit(2.2)With The i shaped steel component of one space module unit side(2.2)It is corresponding to be fixedly connected.
CN201721099530.1U 2017-08-30 2017-08-30 A kind of steel and concrete shear wall assembling-type space module structural system Active CN207211436U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110130527A (en) * 2019-05-31 2019-08-16 石家庄铁道大学 Modular assembly formula composite wall, assembled arthitecutral structure system and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110130527A (en) * 2019-05-31 2019-08-16 石家庄铁道大学 Modular assembly formula composite wall, assembled arthitecutral structure system and construction method

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