CN104805937A - Wall gridding structure and gridding method of building integrated and assembled wall - Google Patents
Wall gridding structure and gridding method of building integrated and assembled wall Download PDFInfo
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- CN104805937A CN104805937A CN201510219668.XA CN201510219668A CN104805937A CN 104805937 A CN104805937 A CN 104805937A CN 201510219668 A CN201510219668 A CN 201510219668A CN 104805937 A CN104805937 A CN 104805937A
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Abstract
The invention discloses a wall gridding structure and gridding method of a building integrated and assembled wall. The integrated and assembled wall consists of brackets horizontally arranged at different heights, top-seat positioning piles, vertical face plates and concrete filler, wherein the brackets consist of mutually separated cross beam sections and cross beam connecting pieces between the cross beam sections; a wall is partitioned into mutually separated gridded surfaces by convex ribs on outer side faces of cross beams; the vertical face plates are vertically partitioned by vertical gridding strips with the convex ribs. The wall can be quickly constructed on site without prefabricated parts or without being previously made into a frame; a wall frame can be flexibly and quickly constructed and the wall can be cast on site by using the most basic strip-shaped components; the construction of the wall is hardly affected by the partition wall; the construction process is not limited to the sizes of the components; the structure and method can adapt to various wall structures; the components are convenient to transport, the wall construction process is quick, and the construction is flexible.
Description
Technical field
The present invention relates to building construction technology, is metope cell structure and the lattice method of the integrated assembling body of wall of a kind of building construction specifically.
Background technology
Walling unit after the construction wall construction generally adopted at present adopts framework to form is assembled, long construction period.And existing integrated wall has template cast-in-place foamed concrete body of wall and zinc-plated keel shoe cement panel cast-in-place foamed concrete body of wall.Template cast-in-situ wall is owing to being build with the molding of polylith template to form, and its surface finish is wayward, and its body of wall unit weight is very up to the requirement less than lightweight; The assembling of zinc-plated keel shoe cement panel wall body keel frame is loaded down with trivial details is not easy to site operation, and because keel shoe is that iron sheet compacting forms, so easily deformable in the middle of irrigation process, to be unfavorable for ash wall body plate face bonding, and its wall cost is high to be unfavorable for promoting and energy-conservation.
Integrated assembling body of wall is used to face the requirement improving construction flexibility how to greatest extent, transport convenience and convenient and swift property equally.Meanwhile, integrated assembling body of wall is owing to adopting modular construction, and to the making of detailed structure especially not easily, the setting of the separation trough of surface of wall often makes the complexity of integrated assembling body of wall greatly increase, thus greatly inhibits the advantage of integrated assembling body of wall convenience.
Summary of the invention
Technical problem to be solved by this invention solves the problem, metope cell structure and the lattice method of the integrated assembling body of wall of a kind of building construction are provided, make the building fast of integrated assembling body of wall, convenient, transport is easy to, also can significantly simplify the realization of metope separation trough simultaneously.
The metope cell structure of the integrated assembling body of wall of described building construction, described integrated assembling body of wall is by the horizontally disposed support of body of wall differing heights, be arranged at guide pile at the bottom of the top of body of wall top and bottom, the facade plate in wall outer side face and Concrete Filled material composition, it is characterized in that: described support is spliced to form by the two kinds of components be separated from each other: support two sides splicing becomes the beam segments of crossbeam, the crossbeam connector of connecting cross beam between described beam segments, described crossbeam laterally runs through whole metope, the lateral surface of the crossbeam of lattice position is provided with one or more convex tendon laterally protruded, metope is divided into the lattice face be separated from each other by described convex tendon.
Vertical dividing strip is vertically provided with between described crossbeam or between guide pile at the bottom of crossbeam and described top, metope is divided into the rectangular block be separated from each other by described convex tendon and described vertical dividing strip, rectangular block position described in each block is equipped with the facade plate of body of wall, described facade plate and support and vertical dividing strip airtight, described facade plate and the support covered are fixed, or with covered support with push up end guide pile and fix.
The outside of described vertical dividing strip is provided with the panel stationary plane parallel with metope, and the middle part in outside is provided with the convex tendon of the vertical setting of one or more protrusion, and described facade plate is fixedly connected with described panel stationary plane.
The convex tendon both sides of described crossbeam are provided with the panel stationary plane parallel with metope, and described facade plate is fixedly connected with described panel stationary plane.
The upper and lower side of described crossbeam is respectively equipped with axially extended crossbeam location division, the described crossbeam position point of the corresponding crossbeam side, top and bottom ends face of described vertical dividing strip installs the vertical bar location division coordinating location, or position, corresponding described crossbeam location division, described vertical dividing strip coordinates location with the back side.
A kind of embodiment, the long limit of described convex tendon end face is stretched out to both sides and is provided with convex edge, makes to form long straight lattice groove between the panel stationary plane at described convex edge and described convex tendon place, for embedding facade plate.
Guide pile at the bottom of described top is provided with end face binding face or bottom surface binding face, and facade plate binding face, and described body of wall top and guide pile at the bottom of the top of bottom are an entirety respectively or are made up of multiple component be separated.
Described convex tendon is set to straight line or curve.
According to the building construction of a said structure integrated assembling body of wall lattice method, it is characterized in that: comprise the step that following order is carried out:
The first step, arrange the position fixed installation top end guide pile of the position of planning setting set by ceiling and floor according to body of wall, the crossbeam connector of mounting bracket end on the position that wall foundation facade or upright post basic facade set described body of wall.
Second step, by proximad far away by the hard-wired crossbeam connector of basic facade institute, synchronous at the crossbeam connector of differing heights, the crossbeam connector at connecting cross beam section and middle part successively, to be connected by crossbeam connector at the seam crossing of beam segments and fix, at the height of default dividing strip, the beam segments of band convex tendon is used to connect at a side wall of band lattice, crossbeam connector has all been connected in the middle part of the crossbeam that differing heights does not lay facade plate, and the crossbeam length of not laying facade plate is when all having exceeded the width of one block of facade plate, start to lay facade plate, the facade plate binding face that end guide pile was fixed or pushed up to the panel stationary plane of facade plate and crossbeam is fixed.
In the crossbeam of differing heights, the crossbeam not being in dividing strip position may be there is, play the effect strengthening supporting, therefore in one piece of facade plate coverage rate, except the crossbeam of the upper and lower edge of facade plate is with convex tendon, middle part also may be provided with the crossbeam not with convex tendon be horizontally through.
The connection of the 3rd step, continuity beam segments, until the support of differing heights connects complete, remaining corresponding facade plate is laid respectively at two lateral surfaces of support, the panel stationary plane making facade plate and crossbeam or the lateral surface pushing up end guide pile continuous airtight fixing, reserved or make fill orifice at body of wall top.
4th step, to insert bottom intrusion pipe to wall cavity from fill orifice, progressively while by intrusion pipe concrete perfusion slurry, promote intrusion pipe, until concrete to fill whole body of wall inner, extract intrusion pipe out and also seal fill orifice.
In the process that described second step or the 3rd step facade plate are laid, after each block facade plate of metope with lattice face is laid, the vertical dividing strip of vertical placement, vertical dividing strip is placed from the inner side of facade plate, make the vertical edges of facade plate overlap with the panel stationary plane outside vertical dividing strip and fix, the panel stationary plane of vertical dividing strip and the coinciding edges of this place's facade plate by bonding, steel nail, screw or expansion bolt fix.
In laying facade plate process, use the crossbeam of band lattice groove and vertical dividing strip, and the upper and lower side of described crossbeam is with crossbeam location division, vertical dividing strip is provided with corresponding location structure, the lattice groove that facade plate is placed in crossbeam is laid, and facade plate and vertical dividing strip are laid in location of circulating successively by contiguous facade basis, make the vertical bar location division of vertical dividing strip corresponding with the position, crossbeam location division of crossbeam, the side of facade plate embeds in the lattice groove of vertical dividing strip, makes whole face wall airtight in the face of body of wall inside.
The present invention can on-the-spot fast construction body of wall, and can not arrange flexibly by part dimension restriction ground and set up body of wall.Its outstanding beneficial effect is, without the need to prefabricated component or make framework in advance, use the assembling of the most basic bar-like member can set up wall frame rapidly flexibly and cast-in-site becomes body of wall, for surface of wall separation trough arrange simple and quick equally, separation except metope inevitably increases except complexity, body of wall build convenience hardly by the impact of lattice wall, process of construction does not limit by part dimension, can tackle various wall body structure; Parts convenient transportation, wall construction process fast, build flexibly, convenient, save and build building time in a large number.
Accompanying drawing explanation
Fig. 1 is three-dimensional appearance schematic diagram of the present invention,
Fig. 2 is that perspective view arranged by component of the present invention,
Fig. 3 is supporting structure embodiment one stereogram,
Fig. 4 is supporting structure embodiment two stereogram,
Fig. 5 is crossbeam embodiment three-dimensional structure diagram,
Fig. 6 is crossbeam cross-sectional embodiment one structural representation,
Fig. 7 is crossbeam cross-sectional embodiment two structural representation,
Fig. 8 a is crossbeam cross-sectional embodiment three structural representation,
Fig. 8 b is crossbeam cross-sectional embodiment four structural representation,
Fig. 8 c is crossbeam cross-sectional embodiment four structural representation,
Fig. 9 is the top view of Fig. 8 a, 8b,
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 perspective view of intermediate connector embodiment three,
Figure 13 is the top view of Figure 11,
Figure 14 is the top view of Figure 12,
Figure 15 is the perspective view of intermediate connector embodiment four,
Figure 16 is the plane structure schematic diagram of body of wall through column,
Figure 17 is the structural perspective of vertical dividing strip,
Figure 18 is the cross sectional representation of Figure 17,
Figure 19 is the using state schematic diagram of vertical dividing strip,
Figure 20 a is the structural representation of top end connector embodiment one,
Figure 20 b is the structural representation of top end connector embodiment two,
Figure 21 a is crossbeam embodiment one cross sectional representation of band lattice groove,
Figure 21 b is crossbeam embodiment two cross sectional representation of band lattice groove,
Figure 21 c is crossbeam embodiment three cross sectional representation of band lattice groove,
Figure 22 a is the embodiment cross sectional representation of the vertical dividing strip of band lattice groove,
Figure 22 b is the cross sectional representation of the vertical dividing strip embodiment of another kind of band lattice groove,
Figure 23 is the crossbeam of band lattice groove and the assembled state schematic diagram of vertical dividing strip.
In figure: 1-support, 2-top end 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-dop, 14-draw-in groove, 16-connector, 17-end face binding face, 18-bottom surface binding face, 19-facade plate binding face, 20-beam segments, 21-vertical dividing strip, 22-lattice face, 23-convex edge, 24-crossbeam location division, 25-vertical bar location division, 26-lattice groove.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further described: the external surface schematic diagram as Fig. 1 being the metope cell structure of the integrated assembling body of wall of a kind of building construction, as shown in Figure 2, described integrated assembling body of wall by the horizontally disposed support 1 of body of wall differing heights, be arranged at body of wall top and bottom top at the bottom of guide pile 2, the facade plate 3 in wall outer side face and Concrete Filled material form.
Wherein, as Fig. 2, described support entirety is rectangular frame-like, be horizontally arranged with multiple in described body of wall, mutual separation is independent to be arranged, and support long limit both ends of the surface are used for fixing with basis and locating, and described support is spliced flexibly by crossbeam 5 and crossbeam connector 4 scene, the length of crossbeam can be spliced by beam segments or intercept, and is not subject to the restriction of on-the-spot size and column; Visible in the wall body structure of Fig. 2, the technical scheme of body of wall only uses horizontal support, and support, as the immobilizing foundation of facade plate, after support and basis are fixed, has namely fixed the frame construction of whole body of wall.
As Fig. 3,4, described support 1 is spliced to form by the two kinds of components be separated from each other: body of wall two sides splicing becomes the beam segments 20 of crossbeam 5, between the described beam segments 20 of both sides for being connected and fixed the crossbeam connector 4 of crossbeam 5, described crossbeam laterally runs through whole metope, as can be seen from Fig. 5, the lateral surface of crossbeam 5 is plane or is provided with the convex tendon 11 laterally protruded, and metope is divided into the lattice face 22 be separated from each other by described convex tendon.
As Fig. 6,7, convex tendon 11 both sides of described crossbeam 5 are provided with the panel stationary plane 10 parallel with lattice face 22, and described facade plate 3 is fixedly connected with steel nail, screw, viscose glue or expansion bolt with described panel stationary plane 10.
Crossbeam Plug Division 8 is provided with inside described beam segments 20; As Figure 10-15, described crossbeam connector 4 is provided with the connector Plug Division 12 at two ends and the connector 16 at middle part, described connector Plug Division 12 and described crossbeam Plug Division 8 part nested encryptions.
Described connector Plug Division 12 is column, the cross sectional shape of connector Plug Division on the vertical plane of the axes normal with connector Plug Division is consistent, as Figure 13,15, the center line of described connector 16 and the axes normal of described connector Plug Division 12, or, as Figure 12,14, the center line of described connector 16 and the axis of described connector Plug Division 12 are the acute angle of 25 ° ~ 85 °.
As Figure 20 a, 20b, guide pile at the bottom of described top, for fixing with top or bottom floor, and as the immobilizing foundation of facade plate, be provided with end face binding face 17 or bottom surface binding face 18, with facade plate binding face 19, top end guide pile is the component being individually fixed in top and bottom floor in described body of wall, and top and the component of bottom are an entirety respectively or are made up of multiple component be separated.Functionally, support is connector at the bottom of a kind of special top, and the component kind of assembling body of wall will be made so simple.But support is unfavorable for concrete and basic combination as top end connector.
As Figure 19, at described lattice face 22 medial shaft to arranging vertical dividing strip 21, metope is divided into the rectangular block be separated from each other by the crossbeam with convex tendon and described vertical dividing strip 21, the facade plate 3 of the airtight laying body of wall of rectangular block described in each block, described facade plate 3 is fixed with the crossbeam of the described band convex tendon of upper and lower, or the crossbeam of band convex tendon is fixed with top end guide pile.
As Figure 17,18, the lateral surface of described vertical dividing strip 21 is provided with the panel stationary plane 10 parallel with lattice face 22, and middle part is provided with the convex tendon 11 of the vertical setting of protrusion, and described facade plate 3 is bonding with described panel stationary plane 10.The bulge size of convex tendon has and is less than, equals, is greater than facade plate thickness three kinds of situations, to be dividing strip be respectively the groove of the effect after laying, concordant with facade plate or protrude from facade plate, and the convex tendon of different color can be used to highlight dividing strip.Dividing strip also can use curve.
As Figure 21 a, 21b, 22a, 22b, several embodiments of convex tendon, described vertical dividing strip 21 long limit stretches out convex edge 23 with convex tendon 11 end face of crossbeam 5 respectively to both sides, make between described convex edge and facade plate binding face 10, to form long straight lattice groove 26, for embedding facade plate 3, such structure can make assembled uneven edge be covered, and surface is more neatly attractive in appearance.Or as Figure 21 c, the middle part of convex tendon is provided with one or multi-channel groove.
The upper and lower side of described crossbeam 5 is axially arranged with crossbeam location division 24 respectively, and the described crossbeam position point of the corresponding crossbeam side of end face of described vertical dividing strip 21 has installed corresponding vertical bar location division 25.As Figure 21 a, 21b, crossbeam location division 24 is grooves, then corresponding vertical bar location division 25 is the outstanding ribs that can embed groove.As Figure 21 c, crossbeam location division 24 is positioning boss, then corresponding vertical bar location division 25 is not arranged especially, when but the thickness of vertical dividing strip makes vertical dividing strip back side snap positioning boss, the panel attachment face of vertical dividing strip is concordant with the panel attachment face of crossbeam, therefore, positioning boss serves the effect of locating for vertical dividing strip.
According to the building construction of said structure integrated assembling body of wall lattice method, comprise the step that following order is carried out:
The first step, the position fixed installation top end guide pile 2 of position set by ceiling and floor set according to the planning of body of wall layout, the crossbeam connector 4 of mounting bracket end on the position of body of wall set by wall foundation facade or upright post basic facade.After securing the crossbeam connector of top end connector and bracket end, the position of body of wall is determined substantially, and the crossbeam connector of top end connector and bracket end is also the basis that whole body of wall is firm.Usually, the crossbeam not with convex tendon is also provided with between two dividing strips.
Second step, by basic facade hard-wired crossbeam connector 4 by the crossbeam connector 4 at proximad connecting cross beam section 20 and middle part successively far away, in connection procedure, the synchronous connecting cross beam section piecemeal of each support.Height at default dividing strip, the side wall use at band lattice are with the beam segments of convex tendon to connect, all crossbeam connector is connected in the middle part of the crossbeam of differing heights, and the crossbeam length of not laying facade plate is when all having exceeded the width of one block of facade plate, start to lay facade plate, the panel stationary plane of facade plate and crossbeam is fixed.Use in the side, lattice face of body of wall the beam segments 20 of band convex tendon 11 to splice, after support splicing or in connection procedure, play glue in the junction of crossbeam connector and crossbeam and fix.In same support, select the center line of connector 16 and the end face of connector Plug Division 12 to be the crossbeam connector of acute angle, the incline direction of the connector of the crossbeam connector of the adjacent use of same support is contrary.The steadiness of this support is better, and the structural behavior after connection as shown in Figure 4.
The connection of the 3rd step, continuity beam segments, until the support of differing heights connects complete, remaining corresponding facade plate is laid respectively at two lateral surfaces of support, the panel stationary plane making facade plate and crossbeam or the lateral surface pushing up end guide pile continuous airtight fixing, reserved or make fill orifice at body of wall top.
Corresponding facade plate is laid respectively at two lateral surfaces of support.
The facade plate 3 being applicable to height is used in the lattice face 22 of body of wall, facade plate is laid from basic facade, the inner side that vertical interval is placed in facade plate uses vertical dividing strip 21, on the panel stationary plane of vertical dividing strip and this place's beam segments, the inside edge of gluing and this place's facade plate bonds, between facade plate with the convex tendon of the convex tendon 11 of vertical dividing strip or crossbeam for interval, each block facade plate with lay the crossbeam of side or push up end guide pile and fix with steel nail or screw, reserve fill orifice at body of wall top.
If the offside in lattice face is non-lattice face, the facade plate 3 of whole face wall height is used in the non-lattice face of body of wall, or use crossbeam spacing for the facade plate of height, splicing is contacted successively between facade plate, lay from basic facade, each block facade plate with lay the crossbeam of side or push up end guide pile and fix with steel nail or screw, reserve fill orifice at body of wall top.The width facing first block of facade plate of base surface of body of wall two sides is different, the facade plate seam crossing of both sides is staggered, is more conducive to the intensity of body of wall.
In side, lattice face, the vertical dividing strip 21 of vertical placement between the adjacent facade plate 3 of lateral arrangement, vertical dividing strip 21 is positioned over the inner side of facade plate 3, and the convex tendon 11 of the facade plate 3 of the vertical dividing strip 21 both sides vertical dividing strip 21 of snap is respectively laid, panel stationary plane 10 and the inside edge of this place's facade plate of vertical dividing strip 21 bond or steel nail is fixed.
See Figure 23, use the crossbeam 5 of convex tendon 11 with lattice groove 26 and vertical dividing strip 21, and the upper and lower side straps crossbeam location division 24 of described crossbeam 5, vertical bar location division 25 is worn at the two ends of vertical dividing strip 21, the lattice groove 26 that facade plate is placed in crossbeam is laid, and facade plate and vertical dividing strip are laid in location of circulating successively by contiguous facade basis, make in the crossbeam location division 24 of vertical bar location division 25 stemple 5 of vertical dividing strip 21, the side of facade plate embeds in the lattice groove 26 of vertical dividing strip, makes whole face wall airtight in the face of body of wall inside.
4th step, to insert bottom intrusion pipe to wall cavity from fill orifice, progressively while by intrusion pipe concrete perfusion slurry, promote intrusion pipe, until concrete to fill whole body of wall inner, extract intrusion pipe out and also seal fill orifice.
If Figure 16 is a kind of situation running into column, wall part through column 7 time, in the contact position of described column and support 1, the end winding support crossbeam connector 4 of crossbeam, through column part, height corresponding to the offside of crossbeam is fixed cross beam section 20 in advance, Fig. 8 a is shown in by the schematic diagram of beam segments, 8b, 9, when column set up by support, intercept the beam segments 20 being applicable to length, the end of the beam segments 20 running into column 7 is connected with the described connector of fixed cross beam in advance, described on described column 7, fixed cross beam section is connected and fixed by the crossbeam of crossbeam connector 6 by offside in advance.Play glue in the junction of crossbeam connector and crossbeam after connection to fix.
Claims (10)
1. the metope cell structure of the integrated assembling body of wall of described building construction, described integrated assembling body of wall is by the horizontally disposed support of body of wall differing heights (1), be arranged at guide pile (2) at the bottom of the top of body of wall top and bottom, the facade plate (3) in wall outer side face and Concrete Filled material composition, it is characterized in that: described support (1) is spliced to form by the two kinds of components be separated from each other: support two sides splicing becomes the beam segments (20) of crossbeam (5), the crossbeam connector (4) of connecting cross beam (5) between described beam segments (20), described crossbeam laterally runs through whole metope, the lateral surface of the crossbeam (5) of lattice position is provided with one or more convex tendon (11) laterally protruded, metope is divided into the lattice face (22) be separated from each other by described convex tendon.
2. the metope cell structure of the integrated assembling body of wall of building construction according to claim 1, it is characterized in that: between described crossbeam (5) or between guide pile (2) at the bottom of crossbeam and described top, be vertically provided with vertical dividing strip (21), metope is divided into the rectangular block be separated from each other by described convex tendon and described vertical dividing strip (21), rectangular block position described in each block is equipped with the facade plate (3) of body of wall, described facade plate (3) and support and vertical dividing strip airtight, described facade plate (3) and the support covered are fixed, or with covered support with push up end guide pile and fix.
3. the metope cell structure of the integrated assembling body of wall of building construction according to claim 2, it is characterized in that: the outside of described vertical dividing strip (21) is provided with the panel stationary plane (10) parallel with metope, the middle part in outside is provided with the convex tendon (11) of the vertical setting of one or more protrusion, and described facade plate (3) is fixedly connected with described panel stationary plane (10).
4. the metope cell structure of the integrated assembling body of wall of building construction according to claim 1, it is characterized in that: convex tendon (11) both sides of described crossbeam (5) are provided with the panel stationary plane (10) parallel with metope, and described facade plate (3) is fixedly connected with described panel stationary plane (10).
5. the metope cell structure of the integrated assembling body of wall of building construction according to claim 2, it is characterized in that: the upper and lower side of described crossbeam (5) is respectively equipped with axially extended crossbeam location division (24), the described crossbeam position point of the corresponding crossbeam side, top and bottom ends face of described vertical dividing strip (21) installs the vertical bar location division (25) coordinating location, or position, corresponding described crossbeam location division, described vertical dividing strip (21) coordinates location with the back side.
6. the metope cell structure of the integrated assembling body of wall of the building construction according to claim 3 or 4, it is characterized in that: the long limit of described convex tendon (11) end face is stretched out to both sides and is provided with convex edge (23), make to form long straight lattice groove (26) between the panel stationary plane (10) at described convex edge and described convex tendon (11) place, for embedding facade plate (3).
7. the metope cell structure of the integrated assembling body of wall of building construction according to claim 1 and 2, is characterized in that: described convex tendon (11) is set to straight line or curve.
8., according to the building construction of one of a claim 1 ~ 7 structure integrated assembling body of wall lattice method, it is characterized in that: comprise the step that following order is carried out:
The first step, arrange position fixed installation top end guide pile (2) of the position of planning setting set by ceiling and floor according to body of wall, the crossbeam connector (4) of mounting bracket end on the position that wall foundation facade or upright post basic facade set described body of wall;
Second step, by proximad far away by the hard-wired crossbeam connector (4) of basic facade institute, synchronous at the crossbeam connector (4) of differing heights, the crossbeam connector (4) at connecting cross beam section (20) and middle part successively, to be connected by crossbeam connector at the seam crossing of beam segments and fix, at the height of default dividing strip, the beam segments (20) of band convex tendon (11) is used to connect at a side wall of band lattice, crossbeam connector (4) has all been connected in the middle part of the crossbeam that differing heights does not lay facade plate, and the crossbeam length of not laying facade plate is when all having exceeded the width of one block of facade plate, start to lay facade plate (3), the panel stationary plane (10) of facade plate and crossbeam or the facade plate binding face (19) pushing up end guide pile (2) are fixed,
The connection of the 3rd step, continuity beam segments, until the support of differing heights (1) connects complete, remaining corresponding facade plate is laid respectively at two lateral surfaces of support, the panel stationary plane making facade plate and crossbeam or the lateral surface pushing up end guide pile continuous airtight fixing, reserved or make fill orifice at body of wall top;
4th step, to insert bottom intrusion pipe to wall cavity from fill orifice, progressively while by intrusion pipe concrete perfusion slurry, promote intrusion pipe, until concrete to fill whole body of wall inner, extract intrusion pipe out and also seal fill orifice.
9. the lattice method of the integrated assembling body of wall of building construction according to claim 8, it is characterized in that: in the process that described second step or the 3rd step facade plate are laid, after each block facade plate of metope with lattice face is laid, the vertical dividing strip of vertical placement (21), vertical dividing strip (21) is placed from the inner side of facade plate (3), the vertical edges of facade plate (3) is made to overlap with the panel stationary plane (10) in vertical dividing strip (21) outside and fix, the panel stationary plane (10) of vertical dividing strip (21) and the coinciding edges of this place's facade plate are by bonding, steel nail, screw or expansion bolt are fixed.
10. the lattice method of the integrated assembling body of wall of building construction according to claim 9, it is characterized in that: in laying facade plate process, use crossbeam (5) and the vertical dividing strip (21) of band lattice groove (26), and described crossbeam (5) is upper, downside is with crossbeam location division (24), vertical dividing strip (21) is provided with corresponding location structure, the lattice groove (26) that facade plate is placed in crossbeam is laid, and facade plate and vertical dividing strip are laid in location of circulating successively by contiguous facade basis, make the vertical bar location division (25) of vertical dividing strip (21) corresponding with crossbeam location division (24) position of crossbeam (5), the side of facade plate embeds in the lattice groove (26) of vertical dividing strip, make whole face wall airtight in the face of body of wall inside.
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| CN104110128A (en) * | 2014-07-14 | 2014-10-22 | 江苏凤腾塑料有限公司 | Rapid assembly wall formwork |
| CN204571020U (en) * | 2015-05-04 | 2015-08-19 | 李�学 | The metope cell structure of the integrated assembling body of wall of building construction |
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