CN104805931B - A kind of integrated assembling wall of building construction and assemble method - Google Patents
A kind of integrated assembling wall of building construction and assemble method Download PDFInfo
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- CN104805931B CN104805931B CN201510218650.8A CN201510218650A CN104805931B CN 104805931 B CN104805931 B CN 104805931B CN 201510218650 A CN201510218650 A CN 201510218650A CN 104805931 B CN104805931 B CN 104805931B
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Abstract
A kind of integrated assembling wall of building construction and assemble method, indoor wall Assembling for building construction, it is assemblied to form by pushing up bottom guide pile, support, facade plate and fill concrete, its medium-height trestle is spliced for strip frame-like by crossbeam and crossbeam connector scene；Facade plate covers and is fixed on wall outer side face, with being fixed on the outside of the panel stationary plane of crossbeam.The present invention can live fast construction wall, and can not be limited by part dimension, running into construction in column and special building can also flexibly be built.Framework is made without prefabricated component or in advance, wall frame flexibly can be rapidly set up using most basic bar-like member assembling and cast-in-site is into wall, process of construction is not limited by part dimension, horizontal support is needed only to without vertical supports, various structures can be tackled, part convenient transportation, wall construction process are quick, it is flexible to build, conveniently, save a large amount of building building times.
Description
Technical field
The present invention relates to building construction technology, the specifically a kind of integrated assembling wall of building construction and assemble method.
Background technology
Walling unit after the construction wall construction generally used at present is constituted using framework is assembled, long construction period.And
Existing integrated wall has template cast-in-place foamed concrete wall and zinc-plated keel shoe cement panel cast-in-place foamed concrete wall.Mould
Plate cast-in-situ wall is due to being to be poured to form with polylith template molding, and its surface smoothness is difficult to control, and its wall unit weight is up to very much
Less than the requirement of lightweight；Zinc-plated keel shoe cement panel wall body keel frame assembling is cumbersome to be not easy to site operation, due to keel shoe
It is that iron sheet compacting is formed, so easily deformable bonding, its wall cost height being unfavorable for wall plate face among irrigation process
It is unfavorable for promoting and energy-conservation.
Equally faced using integrated assembling wall and to improve construction flexibility how to greatest extent, transport convenience and convenient fast
The requirement of victory.
The content of the invention
The technical problems to be solved by the invention are to provide a kind of integrated assembling wall of building construction and assemble method, so that
Wall construction is flexibly, quickly, conveniently, reliably.
The integrated assembling wall of building construction, the indoor wall Assembling for building construction, it is characterised in that：By
Top bottom guide pile, support, facade plate and fill concrete are assemblied to form, wherein,
Top bottom guide pile, for being fixed with top or bottom floor, and as the immobilizing foundation of facade plate, provided with top
Face binding face or bottom surface binding face, and facade plate binding face, top bottom guide pile are that top and bottom are individually fixed in the wall
Top bottom guide pile at the top and bottom of the component of portion's floor, wall is an entirety respectively or is made up of the component of multiple separation；
The support provides positioning for wall and supported, generally strip frame-like, is horizontally arranged with the wall
Multiple, separation each other is independently arranged, the long side both ends of the surface of support be used for it is fixed and position with basis, the support by crossbeam and
Crossbeam connector scene is spliced；
The crossbeam is column, is spliced to form successively by one or more snippets beam segments, the both sides crossbeam of support is arranged in pairs,
Basis for providing fixation for facade plate, the crossbeam Plug Division of panel stationary plane and inner side of the support provided with outside；
The beam segments that the crossbeam connector is used for the opposite sides for support provide connection and fixed, the company provided with two ends
Fitting Plug Division and the connector at middle part, the connector Plug Division and crossbeam Plug Division part nested encryptions；
The facade plate is fixed on wall outer side face, with being fixed on the outside of the panel stationary plane of crossbeam.
The connector Plug Division is column, provided with two kinds of vertical connections and tilt link, the vertical connections
The center line of connector is vertical with the axis of the connector Plug Division, and the center line of the tilt link is patched with the connector
The axis in portion is 25 °~85 ° of acute angle.
The connector Plug Division and the crossbeam Plug Division are equipped with the neck or dop for taking back hook, the dop or card
The hook that returns of groove is provided with many places at one or being parallel to each other.
As embodiment, when the crossbeam connector is arranged at the end of crossbeam, for being fixed with basis, crossbeam connector
Connector in the thickness of vertical direction be 5mm~50mm, width in the horizontal direction is 5mm~400mm；The crossbeam connection
When part is arranged at the middle part of crossbeam, connector is 3mm~50mm in the thickness of vertical direction, and width in the horizontal direction is 5mm
~400mm.
A kind of special case is that the structure of top bottom guide pile is identical with the support.
A kind of embodiment of crossbeam is that the panel stationary plane is provided with the convex tendon laterally set.
The assemble method of integrated assembling wall is built according to premises, it is characterised in that：Carried out including following orders
Step：
The first step, according to wall arrangement planning setting wall in the position of ceiling, floor and foundation wall/basic stand column
Put；
Second step, top bottom guide pile is fixedly mounted in the position set by ceiling and floor, and makes top bottom guide pile
Facade plate binding face is outside vertically；The different height distribution support of the position of set wall in wall foundation or upright post basic
Installation site, the crossbeam connector of mounting bracket end in the installation site distributed；
3rd step, the support for installing different height, fixed crossbeam connector is opened from the wall or column of respective heights
Begin by proximad far being connected successively with beam segments, connected the crossbeam of both sides with crossbeam connector in the seam crossing of beam segments, in horizontal stroke
The middle part of beam section connects the crossbeam of both sides with crossbeam connector as needed, consolidates in the junction gluing of crossbeam connector and crossbeam
Fixed, splicing turns into complete support；
4th step, in two lateral surfaces of support facade plate is laid respectively, first block of facade plate of base surface is faced in wall both sides
Using the facade plate of different in width, the seam of the facade plate of wall both sides is mutually staggered, between facade plate or facade plate with it is horizontal
It is tightly connected between beam, the facade plate of each block of facade plate and the panel stationary plane or top bottom guide pile of laying side crossbeam is pasted
Conjunction face is fixed, and fill orifice is reserved or process at the top of facade plate；
5th step, from fill orifice insert intrusion pipe to wall cavity bottom, progressively carried while concrete perfusion slurry
Intrusion pipe is risen, until filling inside whole wall, intrusion pipe is extracted out and seals fill orifice.
Another assemble method of the integrated assembling wall of foregoing building construction, it is characterised in that：Carried out including following orders
The step of：
The first step, according to wall arrangement planning setting wall in the position of ceiling, floor and foundation wall/basic stand column
Put；
Second step, top bottom guide pile is fixedly mounted in the position set by ceiling and floor, and makes top bottom guide pile
Facade plate binding face is outside vertically；The different height distribution support of the position of set wall in wall foundation or upright post basic
Installation site, the crossbeam connector of mounting bracket end in the installation site distributed；
3rd step, while installing different height since crossbeam connector fixed on the wall or column of respective heights
Support, by proximad far being connected successively with beam segments, is connected the crossbeam of both sides with crossbeam connector at the middle part or end of beam segments
Connect, fixed in the junction gluing of crossbeam connector and crossbeam；The horizontal stroke of facade plate is not laid after crossbeam connector is connected to and
The length of beam more than one block of facade plate width when, lay facade plate successively respectively in two lateral surfaces of support, and in wall
Base surface is faced using first block of inconsistent facade plate of width in both sides, the facade plate seaming position of wall both sides is staggered, facade
It is tightly connected between plate or between facade plate and crossbeam, each block of facade plate and panel stationary plane or the top for laying side crossbeam
The facade plate binding face of bottom guide pile is fixed, and fill orifice is reserved or process at the top of facade plate；
4th step, from fill orifice insert intrusion pipe to wall cavity bottom, progressively carried while concrete perfusion slurry
Intrusion pipe is risen, until filling inside whole wall, intrusion pipe is extracted out and seals fill orifice.
During connecting cross beam section and crossbeam connector, the beam segments of same support both sides are set up simultaneously, in homonymy
Adjacent beam segments seam crossing is connected with the connector Plug Division of crossbeam connector one end, the other end of the crossbeam connector with it is right
The crossbeam Plug Division nested encryptions of side crossbeam.It can connect in the crossbeam Plug Division any position of the non-seam crossing of beam segments with crossbeam
Fitting is connected.
A kind of more firm scheme is, when selecting tilt link in same support, tilt link and vertically connects
Fitting is used alternatingly.
A kind of situation for running into column, when wall part passes through column, in the contact position of the column and support, crossbeam
The advance fixed cross beam connector in end, passing through column portion, the advance fixed cross beam of the height corresponding to the offside of crossbeam section,
When support sets up column, interception is adapted to the beam segments of length, the end for the beam segments for making to run into column with it is described solid in advance
Determine the connection of crossbeam connector, the advance fixed cross beam section on the column is connected the crossbeam of offside by crossbeam connector
Connect fixation.
The present invention can live fast construction wall, and flexibly set and set up wall with can not being limited by part dimension
Body, running into construction in column and special building can also flexibly be built.Its beneficial effect protruded is, without prefabricated component or
Framework is made in advance, flexibly can rapidly set up wall frame using most basic bar-like member assembling and cast-in-site is into wall
Body, process of construction is not limited by part dimension, it is thus only necessary to which horizontal support can tackle various structures without vertical supports,
Part convenient transportation, wall construction process are quick, it is flexible to build, conveniently, save a large amount of building building times.
Brief description of the drawings
Fig. 1 is dimensional structure diagram of the present invention (looking up lower-left angular direction),
Fig. 2 is supporting structure embodiment stereogram,
Fig. 3 is the figure of crossbeam stereochemical structure embodiment one,
Fig. 4 is the figure of crossbeam stereochemical structure embodiment two,
Fig. 5 is the structural representation of section of beam embodiment one,
Fig. 6 is the structural representation of section of beam embodiment two,
Fig. 7 is the structural representation of section of beam embodiment three,
Fig. 8 is section of beam example IV structural representation,
Fig. 9 is Fig. 7 top view,
Figure 10 is the structural front view of intermediate connector embodiment one,
Figure 11 is the structural front view of intermediate connector embodiment two,
Figure 12 is the top view of Fig. 9 embodiments,
Figure 13 is the top view of another embodiments of Fig. 9,
Figure 14 is the dimensional structure diagram of intermediate connector embodiment three,
Figure 15 is the dimensional structure diagram of the intermediate connector of beam-end,
Figure 16 is the supporting structure stereogram using inclined crossbeam connector,
Figure 17 is planar structure schematic diagram when wall passes through column
Figure 18 is the structural representation for pushing up bottom connector embodiment one,
Figure 19 is the structural representation for pushing up bottom connector embodiment two.
In figure：1-support, 2-top bottom guide pile, 3-facade plate, 4-crossbeam connector, 5-crossbeam, 6-cross girder,
7-column, 8-crossbeam Plug Division, 9-return hook, 10-panel stationary plane, 11-convex tendon, 12-connector Plug Division, 13-card
Head, 14-neck, 16-connector, 17-top surface binding face, 18-bottom surface binding face, 19-facade plate binding face, 20-horizontal
Beam section.
Embodiment
The present invention is further described with reference to the accompanying drawings and examples：As shown in fig. 1, the building construction collection is in groups
Wall is filled, for the indoor wall Assembling of building construction, by pushing up bottom guide pile 2, support 1, facade plate 3 and fill concrete
It is assemblied to form.Wall body structure stereogram seen by the angle that Fig. 1, which is wall, to be looked up from lower left.
Such as Figure 18,19, top bottom guide pile for being fixed with top or bottom floor, and is used as the fixation of facade plate
Basis, provided with top surface binding face 17 or bottom surface binding face 18, and facade plate binding face 19, top bottom guide pile is to divide in the wall
It is not fixed on the component of top and bottom floor, the components of top and bottom is one overall or by the component of multiple separation respectively
Composition.In Fig. 1, top bottom guide pile is separating member, and top is opposite sides each independent component, can increase concrete
With the contact area on basis, the component that bottom is integrated for opposite sides, multiple components are fixed with bottom surface respectively, and two lateral surfaces can
So that facade plate is fixedly mounted, it would however also be possible to employ the integrated member that conplane each guide pile is connected as a single entity, it might even be possible to will
Support is placed directly in bottom or top, and bottom guide pile is pushed up with fixed serve as in basis, still, concrete and the bond strength meeting on basis
It is affected.
The support generally strip frame-like, be horizontally arranged with the wall it is multiple, each other separation independently set
Put, the long side both ends of the surface of support are used to fix and position with basis, and such as Fig. 2, the support is showed by crossbeam 5 and crossbeam connector 4
Field is spliced；Visible in Fig. 1 wall body structure, horizontal support is only used only in the technical scheme of wall, and support is as vertical
The immobilizing foundation of panel, after support is fixed with basis, that is, has fixed the frame structure of whole wall.
Such as Fig. 2, the crossbeam 5 is column, is spliced to form, is arranged in pairs in the bracket successively by multistage beam segments 20, is used
In the basis that fixation is provided for facade plate, from Fig. 3-9, the crossbeam of panel stationary plane 10 and inner side of the crossbeam provided with outside
Plug Division 8.
In Fig. 4, the panel stationary plane 10 is provided with the convex tendon 11 laterally set.Convex tendon not only contributes to the bending resistance of crossbeam
Intensity, and can be used for water proof groove that metope is fitly set.
From Fig. 5-9 embodiment, crossbeam Plug Division 8 can be the dop 13 or recessed card of protrusion
Groove 14, crossbeam Plug Division is equipped with back hook 9, and it can be single track or multiple tracks to return hook.Such as the tail trimmer of Fig. 7,8,9, it can be used for wall
When body passes through column, the basis on column as connection offside crossbeam is fixed on instead of support.
Such as Fig. 2, the beam segments 20 that the crossbeam connector 4 is used for the opposite sides for support provide connection and fixed, such as
Figure 10-17, the connector 16 of connector Plug Division 12 and middle part of the crossbeam connector 4 provided with two ends, the connector Plug Division
12 are used for and the part nested encryptions of crossbeam Plug Division 8.
Such as Figure 10,11, the connector Plug Division 12 can be the dop 13 or recessed neck 14 of protrusion,
Provided with hook 9 is returned, the hook 9 that returns of the dop 13 or neck 14 is provided with the multiple tracks together or being parallel to each other.
Such as Figure 12, connector Plug Division 12 is column, the center line of the connector 16 and the connector Plug Division 12
Axis is vertical.
Such as Figure 12, connector Plug Division 12 is column, and the cross sectional shape on the vertical plane vertical with its axis is consistent, institute
The angle of the center line and connector Plug Division axis of stating connector 16 is 25 °~85 °.With under crossbeam connection status, connecting
The end face of fitting Plug Division is parallel with crossbeam, crossbeam connector is contacted with crossbeam into face, connects more firm after bonding.
When the crossbeam connector 4 is arranged at the middle part of crossbeam, connector 16 vertical direction thickness for 3mm~
50mm, width in the horizontal direction is 5mm~400mm.
If Figure 15 is that crossbeam connector is used for the structure of beam-end.Crossbeam connector for beam-end also need to
Basis is fixed, it is desirable to have more wide connector.The connector 16 of crossbeam connector vertical direction thickness for 5mm~
50mm, width in the horizontal direction is 5mm~400mm.
Such as Fig. 1, the facade plate 3 covers and is fixed on wall outer side face, and the outside of panel stationary plane 10 with crossbeam is fixed.
The step of being carried out according to the assemble method of the integrated assembling wall of premises building, including following orders：
The first step, according to wall arrangement planning setting wall in the position of ceiling, floor and foundation wall/basic stand column
Put, top bottom guide pile 2 is fixedly mounted by steel nail in the position set by ceiling and floor.
The top bottom guide pile for being fixed on top and bottom is an entirety respectively or is made up of the component of multiple separation.In figure
In 1, top bottom guide pile is separating member, and top is opposite sides each independent component, can increase concrete with it is basic
Contact area, the component that bottom is integrated for opposite sides, multiple components are fixed with bottom surface respectively, and two lateral surfaces can be used for solid
Determine mounting vertical plane plate, it would however also be possible to employ the integrated member that conplane each guide pile is connected as a single entity, it might even be possible to by support
Bottom or top are placed directly in, and basis is fixed serves as top bottom guide pile, still, the bond strength on concrete and basis can be by
Influence.
Second step, the different height of the position of wall set by wall foundation or upright post basic distribute the peace of support 1
Holding position, uses the crossbeam connector 4 of steel nail mounting bracket end in the installation site distributed.For example, in such as Fig. 1,
Spaced set support height, each support is horizontally disposed with.The position of a support is determined in sustained height setting-out, first
The crossbeam connector at fixed two ends.
3rd step, the support for being respectively mounted different height, each support are independently set up, by respective heights when setting up
Fixed crossbeam connector 4 starts by proximad far being connected successively with the crossbeam connector 4 at beam segments 20 and middle part on wall or column
Be connected into as complete support 1, can since the crossbeam connector on the basis of two ends are fixed on respectively or it is synchronous, be taken to centre
If.
During connecting cross beam section 20 and crossbeam connector 4, the beam segments 20 of the same both sides of support 1 are set up simultaneously,
Connected in the adjacent seam crossing of beam segments 20 of homonymy with the connector Plug Division 12 of the one end of crossbeam connector 4, the crossbeam connector
The other end and offside crossbeam crossbeam Plug Division nested encryptions.Each layer support can synchronously be set up, and be connected into after intact stent,
In junction, gluing is fixed.
A kind of crossbeam connector scheme more consolidated is as shown in figure 16, connector 16 to be selected in same support
Center line and the crossbeam connector that the end face of connector Plug Division 12 is acute angle, the company of the adjacent crossbeam connector used of same support
The incline direction of junctor is opposite.Using inclined crossbeam connector connecting cross beam, the structure of support is more stablized.
If Figure 17 is a kind of situation for running into column, when wall part passes through column 7, in the column and support 1
Contact position, the end fixed cross beam connector 4 of crossbeam is passing through column portion, and the height corresponding to the offside of crossbeam is solid in advance
Determine beam segments 20, the schematic diagram of beam segments is shown in Fig. 7,8,9, when support sets up column, interception is adapted to the beam segments 20 of length,
The end for the beam segments 20 for running into column 7 is set to be connected with the advance fixed cross beam connector, it is described pre- on the column 7
The crossbeam of offside is connected by first fixed cross beam section by crossbeam connector 4.In the company of crossbeam connector and crossbeam after connection
The place's of connecing gluing is fixed.
4th step, in two lateral surfaces of support facade plate 3 is laid respectively, make between facade plate or between facade plate and crossbeam
It is tightly connected, each block of facade plate and the crossbeam of laid side are fixed with steel nail or tapping screw, is reserved at the top of facade plate
Fill orifice.When spreading facade plate, using the half that the width of one block of facade plate at edge is middle part, to the facade plate of the half-breadth of side
Staggered half laying using the vertical face plate edge in another end margin, making opposite sides.It is more beneficial for the stabilization of wall.
5th step, from fill orifice insert intrusion pipe to wall cavity bottom, progressively carried while concrete perfusion slurry
Intrusion pipe is risen, until filling inside whole wall, intrusion pipe is extracted out and seals fill orifice.
The assemble method of another integrated assembling wall of foregoing building construction, while from the wall or column of respective heights
Fixed crossbeam connector 4 starts to install the support of different height, by proximad far being connected successively with beam segments 20, in beam segments
Middle part or end are connected the crossbeam of both sides with crossbeam connector 4, are fixed in the junction gluing of crossbeam connector and crossbeam；When
Be connected to after crossbeam connector and do not lay facade plate crossbeam length more than one block of facade plate width when, the two of support
Lateral surface lays facade plate successively respectively, and faces base surface using first block of inconsistent facade plate of width in wall both sides,
The facade plate seaming position of wall both sides is staggered, be tightly connected between facade plate or between facade plate and crossbeam, each piece is stood
Panel and the crossbeam of laid side are fixed, and fill orifice is reserved or process at the top of facade plate.
Afterwards, intrusion pipe is inserted to wall cavity bottom from fill orifice, progressively lifted while concrete perfusion slurry
Intrusion pipe, until filling inside whole wall, extracts intrusion pipe out and seals fill orifice.
Claims (8)
1. a kind of integrated assembling wall of building construction, for the indoor wall Assembling of building construction, by pushing up bottom guide pile
(2), support (1), facade plate (3) and fill concrete are assemblied to form, wherein, top bottom guide pile, provided with top surface binding face
(17) or bottom surface binding face (18), and facade plate binding face (19), the top bottom guide pile at the top and bottom of wall is one whole respectively
Body or it is made up of the component of multiple separation；The support generally strip frame-like, is horizontally arranged with many in the wall
Individual, separation each other is independently arranged；The facade plate (3) is fixed on wall outer side face, with the panel stationary plane (10) of crossbeam outside
Side is fixed；
It is characterized in that：
The support is by crossbeam (5) and crossbeam connector (4) scene of both sides according to crossbeam length, intensity and crossbeam connector
Quantity the need for be spliced temporarily, the support provided with outside panel stationary plane (10) and inner side crossbeam Plug Division
(8), support both sides crossbeam is used for the basis that fixation is provided for facade plate；
The crossbeam (5) is column, is spliced successively or is cut by one or more snippets beam segments (20) and constitutes；
The crossbeam connector (4) is used to provide connection and fixed for the relative beam segments (20) in the both sides of support, provided with two ends
Connector Plug Division (12) and middle part connector (16), the connector Plug Division (12) and the crossbeam Plug Division (8)
Part nested encryptions；
The connector Plug Division (12) is column, provided with two kinds of vertical connections and tilt link, the vertical connections
The center line of connector (16) is vertical with the axis of the connector Plug Division (12), the center line of the tilt link and the company
The axis of fitting Plug Division (12) is 25 °~85 ° of acute angle；
The connector Plug Division (12) and the crossbeam Plug Division (8) are equipped with the neck (14) or dop for taking back hook (9)
(13), the hook (9) that returns of the dop (13) or neck (14) is provided with many places at one or being parallel to each other.
2. the integrated assembling wall of building construction according to claim 1, it is characterised in that：The crossbeam connector (4) sets
When being placed in the end of crossbeam, for being fixed with basis, the connector (16) of crossbeam connector vertical direction thickness for 5mm~
50mm, width in the horizontal direction is 5mm~400mm；When the crossbeam connector (4) is arranged at the middle part of crossbeam, connector
(16) it is 3mm~50mm in the thickness of vertical direction, width in the horizontal direction is 5mm~400mm.
3. the integrated assembling wall of building construction according to claim 1, it is characterised in that：Top bottom guide pile (2)
Structure is identical with the support (1).
4. a kind of assemble method according to the integrated assembling wall of one of claims 1 to 3 building construction, it is characterised in that：
The step of being carried out including following orders：
The first step, according to wall arrangement planning setting wall in the position of ceiling, floor and foundation wall/basic stand column；
Second step, in the position set by ceiling and floor top bottom guide pile (2) is fixedly mounted, and makes top bottom guide pile (2)
Facade plate binding face (19) it is vertical outwards；The different height point of the position of set wall in wall foundation or upright post basic
Installation site with support (1), the crossbeam connector (4) of mounting bracket end in the installation site distributed；
3rd step, the support for installing different height, since crossbeam connector (4) fixed on the wall or column of respective heights
Connected, connected the crossbeam of both sides with crossbeam connector (4) with beam segments (20) successively by proximad remote in the seam crossing of beam segments,
The crossbeam of both sides is connected with crossbeam connector (4) as needed at the middle part of beam segments, in the connection of crossbeam connector and crossbeam
Place's gluing is fixed, and splicing turns into complete support (1)；
4th step, in two lateral surfaces of support facade plate is laid respectively, first block of facade plate that base surface is faced in wall both sides is used
The facade plate of different in width, makes the seam of the facade plate of wall both sides mutually stagger, between facade plate or facade plate and crossbeam it
Between be tightly connected, each block of facade plate and lay the panel stationary plane (10) of side crossbeam or push up the facade of bottom guide pile (2)
Plate binding face (19) is fixed, and fill orifice is reserved or process at the top of facade plate；
5th step, from fill orifice intrusion pipe is inserted to wall cavity bottom, progressively lifted and filled while concrete perfusion slurry
Note pipe, until filling inside whole wall, extracts intrusion pipe out and seals fill orifice.
5. a kind of assemble method according to the integrated assembling wall of one of claims 1 to 3 building construction, it is characterised in that：
The step of being carried out including following orders：
The first step, according to wall arrangement planning setting wall in the position of ceiling, floor and foundation wall/basic stand column；
Second step, in the position set by ceiling and floor top bottom guide pile (2) is fixedly mounted, and makes top bottom guide pile (2)
Facade plate binding face (19) it is vertical outwards；The different height point of the position of set wall in wall foundation or upright post basic
Installation site with support (1), the crossbeam connector (4) of mounting bracket end in the installation site distributed；
3rd step, while installing different height since crossbeam connector (4) fixed on the wall or column of respective heights
Support, is connected with beam segments (20) successively by proximad remote, at the middle part or end of beam segments with crossbeam connector (4) by both sides
Crossbeam is connected, and is fixed in the junction gluing of crossbeam connector and crossbeam；Facade is not laid after crossbeam connector is connected to and
The length of the crossbeam of plate more than one block of facade plate width when, lay facade plate successively respectively in two lateral surfaces of support, and
Face base surface in wall both sides using first block of inconsistent facade plate of width, make the facade plate seaming position of wall both sides wrong
Open, be tightly connected between facade plate or between facade plate and crossbeam, the panel of each block of facade plate and laid side crossbeam is fixed
The facade plate binding face (19) of face (10) or top bottom guide pile (2) is fixed, and perfusion is reserved or process at the top of facade plate
Hole；
4th step, from fill orifice intrusion pipe is inserted to wall cavity bottom, progressively lifted and filled while concrete perfusion slurry
Note pipe, until filling inside whole wall, extracts intrusion pipe out and seals fill orifice.
6. the integrated assembling wall assembly method of building construction according to claim 5, it is characterised in that：In the 3rd step
In, during connecting cross beam section (20) and crossbeam connector (4), the beam segments (20) of same support (1) both sides are taken simultaneously
If being connected in the adjacent beam segments of homonymy (20) seam crossing with the connector Plug Division (12) of crossbeam connector (4) one end, the horizontal stroke
The other end of beam connection and the crossbeam Plug Division nested encryptions of offside crossbeam；Connect in the crossbeam of the non-seam crossing of beam segments (20)
Interpolating unit (8) any position can be connected with crossbeam connector (4).
7. the integrated assembling wall assembly method of building construction according to claim 6, it is characterised in that：In same support
During from tilt link, tilt link and vertical connections are used alternatingly.
8. the integrated assembling wall assembly method of building construction according to claim 5, it is characterised in that：In wall part warp
When crossing column (7), in the contact position of the column and support (1), the advance fixed cross beam connector (4) in end of crossbeam, in warp
Column portion is crossed, the advance fixed cross beam section (20) of the height corresponding to the offside of crossbeam, when support sets up column, interception is suitable
The beam segments (20) of length are closed, the end and the advance fixed cross beam connector for making the beam segments (20) for running into column (7) connect
Connect, the crossbeam of offside is connected by the advance fixed cross beam section on the column (7) by crossbeam connector (4).
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| CN201510218650.8A CN104805931B (en) | 2015-05-04 | 2015-05-04 | A kind of integrated assembling wall of building construction and assemble method |
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| CN201510218650.8A CN104805931B (en) | 2015-05-04 | 2015-05-04 | A kind of integrated assembling wall of building construction and assemble method |
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| CN104805931B true CN104805931B (en) | 2017-07-18 |
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| CN106703258A (en) * | 2015-11-12 | 2017-05-24 | 佛山市构想板业有限公司 | Environment-friendly and energy-saving pouring type wall and construction method thereof |
| CN108691372A (en) * | 2017-04-05 | 2018-10-23 | 佛山市构想板业有限公司 | A kind of environment friendly wall and its method of construction being efficiently perfused |
| CN107268778A (en) * | 2017-08-14 | 2017-10-20 | 庞众 | Assemblnig mobile building |
| CN108612197B (en) * | 2018-05-14 | 2021-02-02 | 王吉胜 | Integrated assembly wall of housing construction |
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| US6698710B1 (en) * | 2000-12-20 | 2004-03-02 | Portland Cement Association | System for the construction of insulated concrete structures using vertical planks and tie rails |
| CN201007045Y (en) * | 2007-01-12 | 2008-01-16 | 张靖宇 | Novel wall backbone composing structure |
| CN101725181B (en) * | 2009-11-11 | 2011-05-11 | 何泉 | Timberwork building element and installation process thereof |
| CN202596476U (en) * | 2012-04-26 | 2012-12-12 | 上海金粤幕墙有限公司 | Internal aluminum parting stop edge part connector for hollow glass |
| CN203654519U (en) * | 2013-12-31 | 2014-06-18 | 李�学 | Cast-in-place wall member of house building |
| CN204662703U (en) * | 2015-05-04 | 2015-09-23 | 李�学 | The integrated assembling body of wall of a kind of building construction |
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