CN207812689U - A kind of dry method connecting plate type structural system - Google Patents
A kind of dry method connecting plate type structural system Download PDFInfo
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- CN207812689U CN207812689U CN201721206820.1U CN201721206820U CN207812689U CN 207812689 U CN207812689 U CN 207812689U CN 201721206820 U CN201721206820 U CN 201721206820U CN 207812689 U CN207812689 U CN 207812689U
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Abstract
A kind of dry method connecting plate type structural system, the structural system include architecture basics, each layer vertical member and each layer horizontal member shear wall structure system, vertical connection between architecture basics and vertical member between vertical member either adjacent is connected as one the horizontal connection between adjacent vertical member or between adjacent horizontal member by dry method vertical connection structure and is connected as one by dry method horizontal connection structure.All types of attachment of the utility model are dry method connection, reduce the operation work post and situ wet operation of construction site to the maximum extent, keep site operation convenient, fast, and improve the environment of construction site, efficiently construction and the assembled slab-type apartment house with more preferable durability, by the selection to construction material, connecting structure and node in assembled slab-type apartment house, industrialization degree is improved, improves construction assembly environment.
Description
Technical field
The utility model is related to a kind of plank frame systems connected using dry method.
Background technology
The Side fascia of domestic assembly concrete house at present, mostly uses composite sandwich heat-insulation wall plate, this kind of wallboard material
Expect it is distinct, production process need it is a large amount of artificial participate in, industrialization degrees are restricted, and the quality of component depend on it is variant
Connection processing between material, heat-insulating property depend on the heat insulating ability and durability of chemical thermal insulation material.
Assembly concrete house domestic at present uses cast-in-place node form, live assembling reinforcement formwork supporting plate, to pour simultaneously
Build the overall performance that the processes such as concrete constrain construction efficiency of assembling and assembly concrete house.
Utility model content
The purpose of this utility model is to provide a kind of dry method connecting plate type structural system, to solve to change traditional prefabricated dress
Material with formula concrete heat-insulating exterior wall connects existing heat preservation durability deficiency with node wet method and cast-in-place node was constructed
The low technical problem of construction efficiency in journey.
To achieve the above object, the utility model adopts the following technical solution：
A kind of dry method connecting plate type structural system, it includes architecture basics, the vertical member of each layer and each layer horizontal member to be
Shear wall structure system, it is characterised in that：
The vertical member includes precast shear wall plate, and the horizontal member includes precast floor slab；The precast shear wall
Plate includes prefabricated outer wall panel and prefabricated lining,
Vertical connection between architecture basics and vertical member or between adjacent vertical member is vertical by dry method
Connection structure is connected as one, the dry method vertical connection structure include positioned at upper member bottom inside positive groove body and
The bottom side of the pre-buried being fixedly connected in positive groove body, the pre-buried can is concordant with upper member bottom side, described pre-
The medial surface for burying can is concordant with the medial surface of upper member, and screw hole is provided on the bottom plate of the pre-buried can, described pre-buried
The medial surface uncovered of can is set as feeding port, and the both sides of the pre-buried can are fixedly connected with the iron for making it anchor into upper member
The pre-buried bar of box；
The dry method vertical connection structure further includes the vertical pre embedded bolt for being embedded in lower side member inside top in advance, described pre-
It buries screw rod to be arranged in a one-to-one correspondence with pre-buried can, the pre embedded bolt is vertically pierced by the top side face of lower side member, the pre-buried spiral shell
The top of bar passes through screw hole to enter in pre-buried can, fastened by nut, is filled in the pre-buried can and passes through feeding port
The node filler material of filling,
Horizontal connection between adjacent vertical member or between adjacent horizontal member passes through dry method horizontal connection structure
It is connected as one, the dry method horizontal connection structure includes the vertical pre-embedded steel slab positioned at component connecting pin end face, this is vertical pre-
Bury the surface of steel plate and element joints it is oblique angled or it is concordant be arranged, the dry method horizontal connection structure further includes being located at
Connector between adjacent two pieces vertical pre-embedded steel slabs, the connector are vertical welding rod iron, the vertical both sides for welding rod iron
It is welded respectively with two pieces of vertical pre-embedded steel slabs.
The upper member and lower side member are precast shear wall plate, are also folded with precast floor slab between the two, described
The end of precast floor slab is inserted between the bottom side and the top side face of lower side member of upper member, the table of end face tightening upper member
Face, the end of the precast floor slab, which corresponds to, is provided with floor connection through-hole at the position of pre embedded bolt, the top of pre embedded bolt is successively
Enter in pre-buried can through floor connection through-hole and screw hole, fastened by nut.
Installation seam is reserved between the upper member and lower side member, and the equal filling-foam polyethylene stick of filling in seam is installed,
The outside of installation seam is blocked by fluid sealant, is installed the inside of seam, is corresponded to and padded at the link position of upper member and lower side member
There are installation cushion pad, the installation cushion pad to be respectively set in the both sides up and down of precast floor slab.
The precast shear wall plate further include be fixedly connected with the precast shear wall plate of the precast floor slab of top layer, top layer it is pre-
Parapet processed.
The surface of the vertical pre-embedded steel slab and the oblique angled setting in vertical member junction, the vertical pre-embedded steel slab are solid
Due in the oblique slot body excavated on the stupefied side in inside of vertical member connecting pin end, the surface of the vertical pre-embedded steel slab with tiltedly
To groove body bottom surface it is concordant, along one end and the vertical member connecting pin for being arranged and ensureing vertical pre-embedded steel slab at the angle of the v-groove
End face it is concordant, the welding position of the connector and the vertical pre-embedded steel slab is located in oblique slot body.
The surface of the vertical pre-embedded steel slab is concordant with vertical member junction to be arranged, and the connector is vertical pre-buried with this
The welding position of steel plate is located at the end face of vertical member connecting pin.
Two pieces of vertical members connected horizontally are prefabricated outer wall panel, are also folded with prefabricated lining between the two, two pieces
It is recessed and prefabricated lining at the link position of the inside of the connecting pin end of prefabricated outer wall panel and prefabricated lining
The adaptable slot of size, the end of prefabricated lining form plug and are inserted into the slot, and the two sides of plug are respectively equipped with
The vertical pre-embedded steel slab being arranged concordant with prefabricated lining junction, and respectively by connector with it is vertical on prefabricated outer wall panel
Pre-embedded steel slab is welded as a whole.
Two pieces of vertical members connected horizontally are located at angular position, are divided into apical grafting wallboard and accept wallboard, the apical grafting
The surface of the vertical pre-embedded steel slab of wallboard and the oblique angled setting in junction of apical grafting wallboard connecting pin end face, the undertaking wall
The surface of the vertical pre-embedded steel slab of plate is concordant with the junction for accepting wallboard side to be arranged, and the both sides of the connector are respectively with two
The vertical pre-embedded steel slab steel plate welding of block.
The vertical member further includes prefabricated cladding panel, and the prefabricated cladding panel is vertically connected with precast floor slab by cladding panel
Binding structure is connected as one, and the cladding panel vertical connection structure includes being embedded at prefabricated cladding panel link position and stretching out
The embedded bar of prefabricated plug-in plate surface, further include be embedded on the upside of the end of precast floor slab connecting pin or downside, towards pre-buried steel
Muscle setting, surface and precast floor slab flush floor pre-embedded steel slab, between the embedded bar and floor pre-embedded steel slab lead to
Two limbs for crossing angle cleat are respectively fixedly connected with, and the end of the embedded bar passes through the angle steel opened up on a limb of angle cleat
Connecting hole is simultaneously fastened by nut, so the surface soldered of another limb of the surface of floor pre-embedded steel slab and angle cleat is fixed,
Protrusion is additionally provided on the inside of the prefabricated cladding panel, the cladding panel vertical connection structure further includes pre- in the protrusion
The cladding panel pre-embedded steel slab buried, the cladding panel pre-embedded steel slab is oppositely arranged with floor pre-embedded steel slab, on cladding panel pre-embedded steel slab
It is fixed with a connecting screw, the head of the connecting screw is stretched out protrusion and is weldingly fixed on floor pre-embedded steel slab,
Between prefabricated cladding panel connected horizontally or between prefabricated cladding panel connected horizontally and precast shear wall plate
It is connected as one by dry method horizontal connection structure.
The precast floor slab is prefabricated circular hole slab, and circular hole avoids the setting position of built-in fitting and preformed hole on precast floor slab
It sets.
The prefabricated outer wall panel is lightweight aggregate micropore armoured concrete slab, and the prefabricated lining is ordinary reinforced concrete
Plate
The utility model has the characteristics that and advantageous effect compared with prior art：
All types of attachment of the utility model are dry method connection, reduce the operation work of construction site to the maximum extent
Kind and situ wet operation, more traditional prefabricated assembled concrete house keep site operation convenient, fast, and improve construction site
Environment, efficiently construction and with more preferable durability assembled slab-type apartment house, by component material in assembled slab-type apartment house
The selection of material, connecting structure and node improves industrialization degree, improves construction assembly environment.
The dry method vertical connection structure of the utility model is pre- using being used in combination in the design of the top and bottom of component
Can, connecting screw and nut are buried, ensures the intensity of connecting node using pre-buried can, while filling up filler material protection in can
Can anti-corrosion is moisture-proof, and dry method horizontal connection structure is straight between steel plate using the pre-embedded steel slab for designing exposing surface between components
Connect the welding for being attached rod iron.Dry method connection structure reasonable design, easy for installation, the plank frame connected using this dry method
System can be integral prefabricated in factory's progress, and the live whole reasonable stress of wet-less operation building can be widely applied to various buildings
It is used in structure.
Description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is the utility model dry method connecting plate type structural system axonometric drawing.
Fig. 2 is first layer plane figure.
Fig. 3 is two floor plate layout drawings.
Fig. 4 is the elevation of wall after the utility model length direction.
Fig. 4 .1 are the vertical connecting nodes of A-A sections precast shear wall plate one in Fig. 4.
Fig. 4 .2 are the vertical connecting nodes of B-B sections precast shear wall plate two in Fig. 4.
Fig. 4 .3 are the vertical connecting nodes of M-M sections precast shear wall plate in Fig. 4 .1 and Fig. 4 .2.
Fig. 4 .4 are D-D sections wall horizontal connecting nodes one in Fig. 4.
Fig. 4 .5 are E-E sections inner, external wall horizontal connecting nodes two in Fig. 4.
Fig. 4 .6 are F-F sections prefabricated outer wall panel corner horizontal connecting nodes in Fig. 4.
Fig. 4 .7 are the vertical connecting nodes of the prefabricated cladding panel of H-H sections in Fig. 4.
Fig. 4 .8 are the prefabricated cladding panel horizontal connecting nodes in J-J sections corner in Fig. 4.
Fig. 4 .9 are the prefabricated cladding panel horizontal connecting nodes of K-K sections in Fig. 4.
Fig. 5 is the elevation of the right wall of the utility model width direction.
Fig. 6 is the elevation of the left wall of the utility model width direction.
Fig. 6 .1 are the precast floor slab of C-C sections top layer and precast shear wall plate connecting node i.e. precast shear wall plate in Fig. 6
Vertical connecting node three.
Fig. 6 .2 are the prefabricated lining horizontal connecting nodes of G-G sections in Fig. 6.
Fig. 7 is the dimensional structure diagram of precast shear wall plate.
Reference numeral：1- architecture basics, 2- prefabricated outer wall panels, the prefabricated linings of 3-, 4- precast floor slabs, 41- floors
Connect through-hole, 42- floors pre-embedded steel slab, the prefabricated parapets of 5-, the prefabricated cladding panels of 6-, 61- embedded bars, the protrusions 62-,
63- cladding panels pre-embedded steel slab, 64- connecting screws, 7- upper members, 8- lower side members, the pre-buried cans of 9-, 91- screw rods
Hole, 10- feeding ports, 11- pre embedded bolts, 12- nuts, 13- nodes filler material, the vertical pre-embedded steel slabs of 14-, 15- connections
Part, 16- fluid sealants, 17- installations cushion pad, the oblique groove bodies of 18-, 19- apical graftings wallboard, 20- accept wallboard, 21- connections
Angle steel, 22- forward directions groove body, 23- backing plates, the pre-buried bar of 24- cans.
Specific implementation mode
Embodiment is upper layer and lower layer residential structure, using dry method connecting plate type structure referring to shown in Fig. 1,2,3,4,5 and 6
System, including the vertical member of architecture basics 1, each layer and each layer horizontal member, the vertical member include precast shear wall plate
With prefabricated cladding panel 6, the horizontal member includes precast floor slab 4；The precast shear wall plate includes prefabricated outer wall panel 2 and prefabricated
Lining 3 further includes the prefabricated parapet 5 being fixedly connected with the precast shear wall plate of the precast floor slab of top layer, top layer.
In this residential structure, the vertical connection between architecture basics 1 and vertical member or between adjacent vertical member
It is connected as one by dry method vertical connection structure.The dimensional structure diagram of precast shear wall plate such as Fig. 7 in the present embodiment
It is shown.Positive groove body 22 is arranged along the bottom interval of wallboard, and oblique groove body 18 is spaced along the stupefied side in inside to be excavated.
Dry method vertical connection structure includes in the positive groove body 22 and positive groove body 22 of 7 bottom inside of upper member
The bottom side of the pre-buried can 9 being fixedly connected, the pre-buried can 9 is concordant with the bottom side of upper member 7, the pre-buried can
9 medial surface is concordant with the medial surface of upper member 7, and screw hole 91, the embedded iron are provided on the bottom plate of the pre-buried can 9
The medial surface uncovered of box is set as feeding port 10, and the both sides of the pre-buried can 9, which are fixedly connected with, makes it anchor into upper member
The pre-buried bar 24 of can, the general respectively setting two per side.
The dry method vertical connection structure further includes the vertical pre embedded bolt 11 for being embedded in 8 inside top of lower side member in advance, institute
Pre embedded bolt 11 to be stated to be arranged in a one-to-one correspondence with pre-buried can 9, the pre embedded bolt 11 is vertically pierced by the top side face of lower side member 8,
The top of the pre embedded bolt 11 passes through screw hole 91 to enter in pre-buried can 9, fastened by nut 12, the pre-buried can 9
Inside it is filled with the node filler material 13 inserted by feeding port 10.It is also lined between 12 downside of nut and embedded iron box plate
Plate.
There are three types of types of attachment for dry method vertical connection structure tool in the present embodiment.
By taking two floor plates of residential structure are discontinuous setting as an example, first floor prefabricated outer wall panel and two layers of prefabricated outer wall panel it
Between tool there are two types of type of attachment.
It is shown the first type of attachment referring to Fig. 4 .1 and 4.3, i.e., is folded between upper layer and lower layer prefabricated outer wall panel prefabricated
Floor 4, include be fixedly connected in the positive groove body 22 and positive groove body 22 of upper layer prefabricated outer wall panel bottom inside it is pre-
Can 9 is buried, the bottom side of the pre-buried can 9 is concordant with the bottom side of upper layer prefabricated outer wall panel, the inside of the pre-buried can 9
Face is concordant with the medial surface of upper member 7, is provided with screw hole 91 on the bottom plate of the pre-buried can 9, the pre-buried can it is interior
Side uncovered is set as feeding port 10；The dry method vertical connection structure further includes vertical is embedded in advance at the top of lower layer's prefabricated outer wall panel
The pre embedded bolt 11 of inside, the pre embedded bolt 11 are arranged in a one-to-one correspondence with pre-buried can 9, and the pre embedded bolt 11 is vertically pierced by
The top of the top side face of lower layer's prefabricated outer wall panel, the pre embedded bolt 11 passes through screw hole 91 to enter in pre-buried can 9, pass through spiral shell
Mother 12 fastens, and the node filler material 13 inserted by feeding port 10 is filled in the pre-buried can 9.
The top side face of the bottom side and lower layer's prefabricated outer wall panel of upper layer prefabricated outer wall panel is inserted into the end of the precast floor slab 4
Between, the surface of end face tightening upper layer prefabricated outer wall panel, the end of the precast floor slab 4 corresponds to opens at the position of pre embedded bolt 11
There is floor to connect through-hole 41, the top of pre embedded bolt 11 sequentially passes through floor connection through-hole 41 and screw hole 91 enters pre-buried can
It is fastened in 9, by nut 12.Installation seam is reserved between the upper layer prefabricated outer wall panel and lower layer's prefabricated outer wall panel, is installed in seam
Equal filling-foam polyethylene stick is filled, the outside for installing seam is blocked by fluid sealant 16, installs the inside of seam, corresponding upper member
Cushion pad 17 is installed with being lined at the link position of lower side member, the installation cushion pad 17 is in the both sides up and down of precast floor slab point
It is not arranged.
It is shown second of type of attachment referring to Fig. 4 .2 and 4.3, i.e., is directly connected between upper layer and lower layer prefabricated outer wall panel,
It include the pre-buried being fixedly connected in the positive groove body 22 and positive groove body 22 of upper layer prefabricated outer wall panel bottom inside
9, the bottom side of the pre-buried can 9 is concordant with the bottom side of upper layer prefabricated outer wall panel, the medial surface of the pre-buried can 9 with it is upper
The medial surface of layer prefabricated outer wall panel is concordant, and screw hole 91, the inside of the pre-buried can are provided on the bottom plate of the pre-buried can 9
Face uncovered is set as feeding port 10；The dry method vertical connection structure further includes in vertical be embedded in advance at the top of lower layer's prefabricated outer wall panel
The pre embedded bolt 11 of side, the pre embedded bolt 11 are arranged in a one-to-one correspondence with pre-buried can 9, and the pre embedded bolt 11 is vertically pierced by down
The top of the top side face of layer prefabricated outer wall panel, the pre embedded bolt 11 passes through screw hole 91 to enter in pre-buried can 9, pass through nut
12 fasten, and the node filler material 13 inserted by feeding port 10 is filled in the pre-buried can 9.
It show the third type of attachment, the i.e. precast floor slab of top layer and precast shear wall plate connecting node referring to Fig. 6 .1.
By taking the residential structure of the present embodiment as an example,
In this residential structure, the horizontal connection between adjacent vertical member or between adjacent horizontal member passes through dry method
Horizontal connection structure is connected as one.After pre embedded bolt 11 is pierced by floor connection through-hole 41, backing plate is directly padded in nut and top layer
Precast floor slab on the upside of be in wedge type.
The dry method horizontal connection structure includes the vertical pre-embedded steel slab 14 positioned at component connecting pin end face, this is vertical pre-buried
The surface of steel plate 14 and element joints it is oblique angled or it is concordant be arranged, the dry method horizontal connection structure further includes being located at
Connector 15 between adjacent two pieces vertical pre-embedded steel slabs, the connector 15 are vertical welding rod iron, vertical welding rod iron
It is welded respectively with two pieces of vertical pre-embedded steel slabs both sides.Vertical pre-embedded steel slab 14 includes pre-buried panel and is fixed on pre-buried panel back
And it is embedded to the anchor foot in wall.
There are four types of types of attachment for dry method horizontal connection structure tool in the present embodiment.With between residential structure same layer shear wall
For dry method vertical connection structure.
It show the first type of attachment, i.e., the horizontal connection between contiguous prefabricated Side fascia referring to Fig. 4 .4.The connection shape
Formula includes the vertical pre-embedded steel slab 14 positioned at prefabricated outer wall panel connecting pin end face, the surface of the vertical pre-embedded steel slab 14 with it is prefabricated
The oblique angled setting in Side fascia junction, the vertical pre-embedded steel slab 14 are fixed on the inside of prefabricated outer wall panel connecting pin end
In the oblique groove body 18 excavated on stupefied side, the surface of the vertical pre-embedded steel slab 14 is concordant with the bottom surface of oblique groove body 18,
Edge is arranged at the angle of the v-groove and ensures that one end of vertical pre-embedded steel slab is concordant with the end face of prefabricated outer wall panel connecting pin, the connection
Part 15 and the welding position of the vertical pre-embedded steel slab 14 are located in oblique groove body 18.
The first type of attachment can also be used in the horizontal connection between prefabricated parapet, shown in Fig. 4 .9, for pre-
Horizontal node connection between cladding panel processed.
It is shown second of type of attachment referring to Fig. 4 .5, i.e., is folded with prefabricated lining between contiguous prefabricated Side fascia
Horizontal connection.Equal concave shaped at the link position of the inside of the connecting pin end of two pieces of prefabricated outer wall panels 2 and prefabricated lining 3
At the slot being adapted with the size of prefabricated lining, the end of prefabricated lining 3 forms plug and is inserted into the slot, plug
Two sides are respectively equipped with the equal vertical pre-embedded steel slab 14 being arranged concordant with prefabricated lining junction, two pieces of vertical pre-embedded steel slabs 14
It is connected by the same anchor foot.
At this moment the surface with prefabricated outer wall panel junction of the vertical pre-embedded steel slab 14 of prefabricated outer wall panel oblique be at an angle of set
Set, the surface of the vertical pre-embedded steel slab 14 of prefabricated lining is concordant with prefabricated outer wall panel junction to be arranged, the connector 15 with
The welding position of the vertical pre-embedded steel slab 14 of prefabricated outer wall panel is located in oblique groove body 18, the weldering of connector 15 and prefabricated lining
Connect the end face that position is located at prefabricated lining connecting pin.
It is shown the third type of attachment referring to Fig. 4 .6, when two pieces of vertical members are located at angular position, is divided into apical grafting
Wallboard 19 and undertaking wallboard 20, surface and the 19 connecting pin end face of apical grafting wallboard of the vertical pre-embedded steel slab 14 of the apical grafting wallboard 19
The oblique angled setting in junction, the surface of the vertical pre-embedded steel slab 14 for accepting wallboard 20 with accept wallboard 20 side
Junction is concordantly arranged, and the both sides of the connector 15 are welded with two blocks of 14 steel plates of vertical pre-embedded steel slab respectively.
In the present embodiment by taking residential structure same layer shear wall corner as an example, shown in Fig. 4 .6, turn for prefabricated outer wall panel
Horizontal connecting node at angle.This structure can be used for prefabricated parapet corner horizontal connecting node, referring to Fig. 4 .8 institutes
Show, is used for the prefabricated horizontal node in cladding panel corner.
It show the 4th kind of type of attachment, i.e., the horizontal connection of two pieces prefabricated linings referring to Fig. 6 .2.The type of attachment packet
Include the vertical pre-embedded steel slab 14 for being located at prefabricated lining connecting pin end face, the surface of the vertical pre-embedded steel slab 14 with it is prefabricated
Lining junction is concordantly arranged, and the both sides of the connector 15 are welded with two blocks of 14 steel plates of vertical pre-embedded steel slab respectively.
Shown in Fig. 4 .7, the prefabricated cladding panel 6 is connected as with precast floor slab 4 by cladding panel vertical connection structure
One, the cladding panel vertical connection structure include being embedded at prefabricated cladding panel link position and stretching out prefabricated cladding panel table
The embedded bar 61 in face, further include be embedded on the upside of 4 connecting pin end of precast floor slab or downside, towards the setting of embedded bar 61,
The floor pre-embedded steel slab 42 on surface and 4 flush of precast floor slab leads between the embedded bar 61 and floor pre-embedded steel slab 42
Two limbs for crossing angle cleat 21 are respectively fixedly connected with, and the end of the embedded bar 61 opens up on a limb of angle cleat 21
Bolted angle connection hole and fastened by nut, so the surface of another limb of the surface of floor pre-embedded steel slab 42 and angle cleat 21
It is welded and fixed.
Protrusion 62 is additionally provided on the inside of the prefabricated cladding panel, the cladding panel vertical connection structure further includes in the protrusion
Pre-buried cladding panel pre-embedded steel slab 63, the cladding panel pre-embedded steel slab 63 are oppositely arranged with floor pre-embedded steel slab 42, and cladding panel is pre-
It buries and is fixed with a connecting screw 64 on steel plate 63, protrusion is stretched out on the head of the connecting screw 64 and to be weldingly fixed on floor pre-buried
On steel plate 42.
Pass through dry method horizontal connection also according to actual conditions between prefabricated cladding panel and precast shear wall plate connected horizontally
Structure is connected as one.
The construction method of this dry method connecting plate type structural system, construction procedure are as follows：
Step 1 in all prefabricated components of plant produced, and is buried corresponding built-in fitting in prefabricated components, is opened up accordingly
Hole, it is same to be transported to construction site；
Step 2, constructing structure basis 1；
Step 3, first floor precast shear wall plate are aligned installation site successively on architecture basics, and adjust that the first floor is prefabricated to be cut
Then the interim diagonal brace of wallboard is arranged in power wallboard axial location and verticality；
Step 4: being connected as one by dry method vertical connection structure between architecture basics 1 and first floor precast shear wall：It will
The pre-buried can 9 in first floor precast shear wall board bottom portion and 11 position of pre embedded bolt at 1 top of architecture basics are correspondingly connected with, while profit
It is fastened with nut 12；
Step 5: the adjacent two blocks of precast shear wall plates of same layer are connected as one by dry method horizontal connection structure：Adjacent
It is welded as a whole between vertical pre-embedded steel slab 14 on two blocks of precast shear wall plates by vertically welding rod iron, until completing the first floor
The connection of precast shear wall plate；
Step 6: the precast floor slab of the installation first floor：Include successively floor vertically connection and precast floor slab step connected horizontally
Suddenly,
Between precast floor slab is inserted into upper layer and lower layer vertical member, while pre embedded bolt passes through floor to connect through-hole, completes
Precast floor slab vertically connects,
It is welded as a whole, is completed by vertically welding rod iron between the vertical pre-embedded steel slab 14 of adjacent two blocks of precast floor slabs
The horizontal connection of adjacent two blocks of precast floor slabs；
Step 7: repeating step 3~step 5, the installation of second layer precast shear wall plate is completed using identical method
Until the precast shear wall plate of top layer；
Step 8: repeat step 6, using identical method complete the second layer precast floor slab installation until top layer it is prefabricated
Floor 4；
Step 9: repeat step 3~step 5, using identical method the precast floor slab 4 of top layer, top layer it is prefabricated
The upside of shear wall slab is installed by prefabricated parapet 5；
Step 10: being aligned the prefabricated cladding panel of installation successively in the side of structure, adjusts prefabricated cladding panel axial location and hang down
Straight degree, is then arranged interim diagonal brace；
Step 11: prefabricated cladding panel 6 is connected as one with precast floor slab 4 by cladding panel vertical connection structure：It will
Embedded bar 61, the cladding panel pre-embedded steel slab 63 of prefabricated cladding panel 6 are corresponding with the corresponding position of floor pre-embedded steel slab 42, will connect
Angle steel 21 is in place, and then embedded bar 61 passes through Bolted angle connection hole, and the height of prefabricated cladding panel 6 is regulated by Bolted angle connection hole
Afterwards, the nut for tightening embedded bar is fixed, and is then welded another limb of angle steel with floor pre-embedded steel slab 42, then by connecting screw
64 are welded on floor pre-embedded steel slab 42；
Step 12: between contiguous prefabricated cladding panel 6 connected horizontally or prefabricated cladding panel 6 connected horizontally with it is prefabricated
Also by dry method horizontal connection structure between shear wall slab or between prefabricated cladding panel 6 connected horizontally and prefabricated parapet 5
It is connected as one；
Step 13: equal filling-foam polyethylene stick between the gap of all prefabricated components, then plays the progress of fluid sealant 16
It blocks, the pre-buried can 9 of all node connecting portions is filled and led up using node filler material 13, and the board-like connection house installation of dry method is applied
Work is completed.
In the utility model plank frame system, it can be all made of lightweight aggregate cell concrete plate, be structural thermal insulation integration
Structural system, eliminate chemical thermal insulation material, skin system made to reach no cold bridge, high-air-tightness, high fire resistance, height
Durability from heavy and light and facilitates the multiple requirements such as fabrication and installation, adapts to the requirement for the passive type energy saving building being continuously improved, resistance to
Fire and durability are good, production facility.
Claims (9)
1. a kind of dry method connecting plate type structural system, it includes architecture basics to be（1）, each layer vertical member and each layer horizontal member
Shear wall structure system, it is characterised in that：
The vertical member includes precast shear wall plate, and the horizontal member includes precast floor slab（4）；The precast shear wall plate
Including prefabricated outer wall panel（2）With prefabricated lining（3）,
Architecture basics（1）Vertical connect between vertical member or between adjacent vertical member is vertically connected by dry method
Binding structure is connected as one, and the dry method vertical connection structure includes being located at upper member（7）The positive groove body of bottom inside
（22）And positive groove body（22）The pre-buried being inside fixedly connected（9）, the pre-buried can（9）Bottom side and upper member
（7）Bottom side it is concordant, the pre-buried can（9）Medial surface and upper member（7）Medial surface it is concordant, the pre-buried can
（9）Bottom plate on be provided with screw hole（91）, the medial surface uncovered of the pre-buried can is set as feeding port（10）, the embedded iron
Box（9）Both sides be fixedly connected with the pre-buried bar of the can for making it anchor into upper member（24）；
The dry method vertical connection structure further includes vertically being embedded in lower side member in advance（8）The pre embedded bolt of inside top（11）, institute
State pre embedded bolt（11）With pre-buried can（9）It is arranged in a one-to-one correspondence, the pre embedded bolt（11）Vertically it is pierced by lower side member（8）'s
Top side face, the pre embedded bolt（11）Top pass through screw hole（91）Into pre-buried can（9）It is interior, pass through nut（12）Tightly
Gu the pre-buried can（9）It is inside filled with and passes through feeding port（10）The node filler material of filling（13）,
Horizontal connection between adjacent vertical member or between adjacent horizontal member is connected by dry method horizontal connection structure
It is integrated, the dry method horizontal connection structure includes the vertical pre-embedded steel slab positioned at component connecting pin end face（14）, this is vertical pre-
Bury steel plate（14）Surface and element joints it is oblique angled or it is concordant be arranged, the dry method horizontal connection structure further includes
Connector between adjacent two pieces vertical pre-embedded steel slabs（15）, the connector（15）It is vertical to weld vertically to weld rod iron
It is welded respectively with two pieces of vertical pre-embedded steel slabs the both sides for connecing rod iron.
2. dry method connecting plate type structural system according to claim 1, it is characterised in that：The upper member（7）With under
Side member（8）It is precast shear wall plate, is also folded with precast floor slab between the two（4）, the precast floor slab（4）End insert
Enter upper member（7）Bottom side and lower side member（8）Top side face between, end face tightening upper member（7）Surface, it is described
Precast floor slab（4）End correspond to pre embedded bolt（11）Position at be provided with floor connection through-hole（41）, pre embedded bolt（11）'s
Top sequentially passes through floor connection through-hole（41）And screw hole（91）Into pre-buried can（9）It is interior, pass through nut（12）Fastening.
3. dry method connecting plate type structural system according to claim 1 or 2, it is characterised in that：The upper member（7）With
Lower side member（8）Between reserve installation seam, the equal filling-foam polyethylene stick of filling in installation seam is installed and passes through sealing on the outside of seam
Glue（16）It blocks, installs and be lined with installation cushion pad at the link position of the inside of seam, corresponding upper member and lower side member（17）,
The installation cushion pad（17）It is respectively set in the both sides up and down of precast floor slab.
4. dry method connecting plate type structural system according to claim 3, it is characterised in that：The precast shear wall plate also wraps
Include the prefabricated parapet being fixedly connected with the precast shear wall plate of the precast floor slab of top layer, top layer（5）.
5. dry method connecting plate type structural system according to claim 1 or 2, it is characterised in that：The vertical pre-embedded steel slab
（14）Surface and the oblique angled setting in vertical member junction, the vertical pre-embedded steel slab（14）It is fixed on vertical member connection
Hold the oblique groove body excavated on the stupefied side in inside of end（18）It is interior, the vertical pre-embedded steel slab（14）Surface and oblique groove body
（18）Bottom surface it is concordant, along one end and the vertical member connecting pin for being arranged and ensureing vertical pre-embedded steel slab at the angle of the v-groove
End face is concordant, the connector（15）With the vertical pre-embedded steel slab（14）Welding position be located at oblique groove body（18）It is interior.
6. dry method connecting plate type structural system according to claim 5, it is characterised in that：The vertical pre-embedded steel slab（14）
Surface it is concordant with vertical member junction be arranged, the connector（15）With the vertical pre-embedded steel slab（14）Welding position set
End face in vertical member connecting pin.
7. dry method connecting plate type structural system according to claim 6, it is characterised in that：Two pieces of vertical structures connected horizontally
Part is prefabricated outer wall panel（2）, it is also folded with prefabricated lining between the two（3）, two pieces of prefabricated outer wall panels（2）Connecting pin end
The inside in portion and prefabricated lining（3）Link position at be recessed with the size of prefabricated lining be adapted slot,
Prefabricated lining（3）End form plug and be inserted into the slot, the two sides of plug are respectively equipped with equal to be connected with prefabricated lining
The vertical pre-embedded steel slab that the place of connecing concordantly is arranged（14）, and pass through connector respectively（15）With prefabricated outer wall panel（2）On it is vertical pre-
Bury steel plate（14）It is welded as a whole.
8. dry method connecting plate type structural system according to claim 6, it is characterised in that：Two pieces of vertical structures connected horizontally
Part is located at angular position, is divided into apical grafting wallboard（19）With undertaking wallboard（20）, the apical grafting wallboard（19）Vertical pre-buried steel
Plate（14）Surface and apical grafting wallboard（19）The oblique angled setting in junction of connecting pin end face, the undertaking wallboard（20）'s
Vertical pre-embedded steel slab（14）Surface with accept wallboard（20）The junction of side is concordantly arranged, the connector（15）Both sides
Respectively with two pieces of vertical pre-embedded steel slabs（14）Steel plate welds.
9. the dry method connecting plate type structural system according to claim 1,2,4,6,7 or 8, it is characterised in that：It is described vertical
Component further includes prefabricated cladding panel（6）, the prefabricated cladding panel（6）With precast floor slab（4）Pass through cladding panel vertical connection structure
It is connected as one, the cladding panel vertical connection structure includes being embedded at prefabricated cladding panel link position and stretching out outside prefabricated
The embedded bar on hanging plate surface（61）, further include being embedded in precast floor slab（4）On the upside of the end of connecting pin or downside, towards pre-buried steel
Muscle（61）Setting, surface and precast floor slab（4）The floor pre-embedded steel slab of flush（42）, the embedded bar（61）And floor
Pre-embedded steel slab（42）Between pass through angle cleat（21）Two limbs be respectively fixedly connected with, the embedded bar（61）End pass through
Angle cleat（21）A limb on the Bolted angle connection hole that opens up and fastened by nut, so floor pre-embedded steel slab（42）Surface
With angle cleat（21）The surface soldered of another limb fix,
It is additionally provided with protrusion on the inside of the prefabricated cladding panel（62）, the cladding panel vertical connection structure further includes pre- in the protrusion
The cladding panel pre-embedded steel slab buried（63）, the cladding panel pre-embedded steel slab（63）With floor pre-embedded steel slab（42）It is oppositely arranged, it is plug-in
Plate pre-embedded steel slab（63）On be fixed with a connecting screw（64）, the connecting screw（64）Head stretch out and protrusion and be welded and fixed
In floor pre-embedded steel slab（42）On,
Between prefabricated cladding panel connected horizontally or between prefabricated cladding panel connected horizontally and precast shear wall plate also by
Dry method horizontal connection structure is connected as one.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721206820.1U CN207812689U (en) | 2017-09-20 | 2017-09-20 | A kind of dry method connecting plate type structural system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721206820.1U CN207812689U (en) | 2017-09-20 | 2017-09-20 | A kind of dry method connecting plate type structural system |
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| Publication Number | Publication Date |
|---|---|
| CN207812689U true CN207812689U (en) | 2018-09-04 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201721206820.1U Expired - Fee Related CN207812689U (en) | 2017-09-20 | 2017-09-20 | A kind of dry method connecting plate type structural system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700676A (en) * | 2017-09-20 | 2018-02-16 | 中国建筑股份有限公司 | A kind of dry method connecting plate type structural system and its construction method |
| CN111173146A (en) * | 2020-01-20 | 2020-05-19 | 上海阿格坦姆建筑科技有限公司 | Inner and outer wall boards and connecting box for assembly type building and mounting method |
-
2017
- 2017-09-20 CN CN201721206820.1U patent/CN207812689U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107700676A (en) * | 2017-09-20 | 2018-02-16 | 中国建筑股份有限公司 | A kind of dry method connecting plate type structural system and its construction method |
| CN107700676B (en) * | 2017-09-20 | 2023-11-10 | 中国建筑股份有限公司 | Dry-method connection plate type structural system and construction method thereof |
| CN111173146A (en) * | 2020-01-20 | 2020-05-19 | 上海阿格坦姆建筑科技有限公司 | Inner and outer wall boards and connecting box for assembly type building and mounting method |
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