CN109296117A - Combined type hollow internal form light partition wall and construction method - Google Patents
Combined type hollow internal form light partition wall and construction method Download PDFInfo
- Publication number
- CN109296117A CN109296117A CN201811051078.0A CN201811051078A CN109296117A CN 109296117 A CN109296117 A CN 109296117A CN 201811051078 A CN201811051078 A CN 201811051078A CN 109296117 A CN109296117 A CN 109296117A
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- China
- Prior art keywords
- partition wall
- internal model
- steel plate
- platform
- keel
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C19/00—Cranes comprising trolleys or crabs running on fixed or movable bridges or gantries
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Abstract
The present invention relates to combined type hollow internal form light partition wall and construction methods, profiled sheet including several bumps is spliced, partition wall internal model system is formed, which has hexagonal cavities structure, be laid with pipeline passway fixing component and several vertical L-type keel sockets in cavity；Pipeline guide channel is installed in pipeline passway fixing component；Spaced apart vertical L-type keel are plugged on vertical L-type keel socket；Two layers of cement mortar, one layer of pea gravel concreten of inner clip are provided on the outside of partition wall internal model system；Multilayer fixing templates and wooden exterior sheathing are provided in template sliding slot, pea gravel concreten plastering is overlying on steel wire, plastering is covered by wooden exterior sheathing, so that pea gravel concreten is not fallen off；The present invention built-in combined type hollow internal form in partition wall, can enhance the intensity of entire curtain wall structure, and hollow design also facilitates the pre-buried of pipeline within the walls, and is correspondingly improved for corner and door-window opening.
Description
Technical field
The present invention relates to building trade technical field, in particular to a kind of combined type hollow internal form light partition wall and construction
Method.
Background technique
The construction of traditional wall is exactly two kinds nothing but, and reinforced concrete wall and masonry walls, the former needs formwork supporting plate to pour
Concrete, maintenance will also dismantle template after completing, time-consuming and laborious, influence construction speed, and cause to construction environment
It influences, and the latter's masonry walls are constructed, and are to be built a wall by manual human, due to human factor, construction speed is also slow, every matter of wall
Figureofmerit is difficult to be met, in addition, the anti-cracking waterproof ability of masonry walls is more general, the wall plastering problem that falls off is serious etc.,
More it is unfavorable for the high engineering of quality requirement.As a result with the development of economy and society, everybody requirement for wall increasingly
Height seeks the requirement of a kind of novel wall and its construction method also just at a main trend of current construction industry, has been born all
The a series of novel wall of such as plasterboard partition wall, but these walls it is all more or less have its own disadvantage, such as intensity
The disadvantages of not high, soundproof effect is bad, cannot keep the temperature, and in the way at corner, the specific positions such as door and window node there are still
Constructional deficiency.
In view of the above problems, therefore, it is necessary to it makes improvements.
Summary of the invention
The present invention is to provide a kind of combined type hollow internal form light partition wall to overcome above-mentioned defect in the prior art
And construction method.
In order to achieve the purpose that foregoing invention, the invention adopts the following technical scheme: combined type hollow internal form lightweight every
Wall, the profiled sheet including several bumps are spliced, and partition wall internal model system is formed, which has hexagon empty
Cavity configuration is laid with pipeline passway fixing component and several vertical L-type keel sockets in cavity；It is solid in pipeline passway fixing component
Equipped with pipeline guide channel；Spaced apart vertical L-type keel are plugged on vertical L-type keel socket；Outside partition wall internal model system
Side is provided with two layers of cement mortar, one layer of pea gravel concreten of inner clip；Profiled sheet carries out single side internal model on partition wall operation platform
Splicing cooperates steel plate installation guiding crossbeam, in patch wall vertical keel, patch top by the miniature lifting machine on partition wall operation platform
Realize that Fast Installation is in place in the space that lateral keel and patch ground lateral keel surround；Partition wall is provided with outside partition wall internal model system to scrape
Starch plastering pattern device；It includes top plate and bottom plate, wall and exterior sheathing bar planting, exterior sheathing bar planting that partition wall, which scrapes slurry plastering pattern device,
Along top plate, bottom plate and wall form a circle arrangement, and steel wire net rack is installed in exterior sheathing bar planting, is equipped with steel on steel wire net rack
Silk screen is equipped with template sliding slot on wall on the outside of steel wire, and multilayer fixing templates and wooden outer are provided in template sliding slot
Template, pea gravel concreten plastering are overlying on steel wire, plastering are covered by wooden exterior sheathing, so that pea gravel concreten does not take off
It falls.
As a preferred solution of the present invention, partition wall internal model system includes the sizing positioned at the setting of profiled sheet edge
Change turning steel plate, inside vertical c-type keel socket is installed, vertical c-type keel are plugged in vertical c-type keel socket.
As a preferred solution of the present invention, the partition wall internal model system includes being located at profiled sheet edge to be provided with
Turning joint steel pipe and installation ribbed stiffener.
As a preferred solution of the present invention, the profiled sheet both ends are equipped with connection side, connect and offer spiral shell on side
Keyhole and iron wire perforation, the profiled sheet of single side internal model are attached by bolt, and two single side internal models are bound by thin wire to be connected
It connects.
As a preferred solution of the present invention, the installation guiding crossbeam shares twice, is mounted on guiding crossbeam and shelves
On slot, guiding crossbeam shelves slot and steel plate installation guiding crossbeam is welded and fixed by angle cleat；Guiding crossbeam shelves slot two sides
Offered on side it is several shelve slot side limited mouth, shelve be plugged in the limited mouth of slot side guiding crossbeam limit film；It will guiding
Crossbeam limit film insertion steel plate installation guiding crossbeam both sides are shelved in the limited mouth of slot side, horizontal for fixation steel plate installation guiding
Beam.
As a preferred solution of the present invention, the partition wall operation platform includes the worker behaviour being laid on operation platform
Make platform and steel plate assembly hanger；The steel plate assembly hanger includes hanger main beam and the rigidity branch for being used to support hanger main beam
Support and flexible support；Two mobile lifting trolleies are installed, movable type lifting trolley passes through cable wire and suspension hook on hanger main beam
It is connected；One is also provided with as made from concrete below hanger main beam for realizing the fixed of the Fast Installation of hollow steel framework at center
Assembled pedestal, fixed assembly pedestal are located on operation platform.
As a preferred solution of the present invention, idler wheel is arranged in the operation platform bottom；Worker operation platform includes cloth
Platform column on operation platform is provided with platform beams on platform column, and tiling has checkered steel plate on platform beams.
As a preferred solution of the present invention, anchor ear is installed on the platform column, is set between anchor ear and platform beams
It is equipped with bracket.
As a preferred solution of the present invention, the multilayer fixing templates are divided into three cell compartments, in three cell compartments
Three blocks of wooden exterior sheathings are installed, the wooden exterior sheathing of bottom is placed on rightmost side cell compartment, during the wooden exterior sheathing of top layer is placed on
Between cell compartment.
A kind of combined type hollow internal form light partition wall construction method, it is characterised in that: the following steps are included:
Step (1), first with idler wheel, platform column, platform beams set up partition wall operation platform, upper berth checkered steel plate, and installation is embraced
Hoop and bracket；Steel plate assembly hanger then is built in operation platform bottom, fixes two miniature lifting machines；Finally hanger just under
The side's construction one fixed assembled pedestal by concrete for making；
Step (2) lifts by crane profiled sheet using steel plate assembly hanger, is inserted into fixed assembled pedestal, then constructs
Personnel carry out the splicing of single side internal model using bolt；As needed, vertical L-type keel are arranged on the inside of profiled sheet in advance to insert
Slot, vertical L-type keel socket, pipeline guide channel and pipeline passway fixing component etc.；
Step (3), first in top plate, bottom plate and surface of wall, according to the position of preparatory snap the line, install patch wall vertical keel,
Patch top lateral keel and patch ground lateral keel；It is then implanted into angle cleat in advance in surface of wall, is welded and fixed and is oriented to crossbeam
Slot is shelved, twice steel plate installation guiding crossbeam is installed in slot, guiding crossbeam limit film is utilized respectively and fixes；
Step (4), using two miniature lifting machines on platform, assembled good single side internal model, is hung in twice steel before lifting
In plate installation guiding crossbeam.Bottom single side internal model after the installation is completed, then installing bottom layer other side single side internal model, two single side internal models benefits
It is finished with thin wire binding.Bottom internal model after the installation is completed, similarly installs middle layer internal model and upper layer internal model.Middle layer internal model and
Bottom internal model connects recess connection by steel plate upper end, and upper layer internal model and middle layer internal model are connected by overlapping mode using nailing
It connects；
Step (5), the twice steel plate installation guiding crossbeam before first removing, one layer of cement mortar of first constructing.It is then true along in advance
The position set, in top plate, one circle exterior sheathing bar planting of bottom plate and wall setting, welding wire rack installs steel wire.Finally exist
Installation template sliding slot on wall on the outside of steel wire；
Step (6) carries out pea gravel concreten plastering construction from the bottom up.After having smeared 1m height, lifted be pre-installed in it is more
Three layers of wooden exterior sheathing in layer fixing templates are fixed using the installation that bottom exterior sheathing is completed in two loop wheel machine cooperations.It
Every completion 1m plastering afterwards, installs one layer of exterior sheathing.After the completion of concrete curing, then one layer of water of constructing on the outside of concrete coating
Cement mortar, to complete the construction of entire combined type hollow internal form light partition wall.
The invention has the benefit that
1. present invention combined type hollow internal form built-in in partition wall, can enhance the intensity of entire curtain wall structure, hollow design
Convenient pipeline within the walls it is pre-buried, and be correspondingly improved for corner and door-window opening；
2. being equipped with miniature built-in vibro-rammer in wooden exterior sheathing of the invention, concrete coating can be made even closer；
Cooperate multilayer fixing templates, entire walls concrete plastering is completely covered from bottom to up, plastering is avoided to fall off；
3. steel plate assembly hanger of the invention, it is provided with fixed assembled pedestal in lower section, can be fast implemented between each profiled sheet
Connection, improve construction efficiency.
Detailed description of the invention
Fig. 1 is profiled sheet structural schematic diagram of the present invention；
Fig. 2 is regularization turning steel plate structure schematic diagram of the present invention；
Fig. 3 is profiled sheet connection schematic diagram of the present invention；
Fig. 4 is partition wall inner template structural schematic diagram of the present invention；
Fig. 5 is single side inner template installation side view of the present invention；
Fig. 6 is triangle-type hanger schematic diagram of the present invention；
Fig. 7 is inner template installation top view of the present invention；
Fig. 8 is the partition wall cross sectional plan view after the completion of present invention construction；
Fig. 9 is present invention patch wall, patch top and patch ground lateral keel layout drawing；
Figure 10 is operation platform side view of the present invention；
Figure 11 is steel plate assembly hanger side view of the present invention；
Figure 12 is multilayer fixing templates schematic diagram of the present invention；
Figure 13 is the wooden exterior sheathing arrangement schematic diagram in multilayer fixing templates of the present invention；
Figure 14 is steel wire net rack of the present invention, steel wire layout drawing；
Figure 15 is each schematic diagram of a layer structure of partition wall of the present invention；
Figure 16 is installing bottom layer exterior sheathing schematic diagram of the present invention；
Figure 17 is present invention installation upper layer exterior sheathing schematic diagram.
Wherein: profiled sheet 1；Connect side 2；Bolt 3；Thin wire 4；Vertical L-type keel 5；Vertical L-type keel socket 6；Pipe
Line guide channel 7；Pipeline passway fixing component 8；Cement mortar 9；Regularization turning steel plate 10；Vertical c-type keel 11；Turning connects
Connect steel pipe 12；Ribbed stiffener 13；Steel plate installation guiding crossbeam 14；Angle cleat 15；Guiding crossbeam shelves slot 16；It is oriented to crossbeam limit
Piece 17；Shelve slot side limited mouth 18；Paste wall vertical keel 19；Steel plate upper end connects recess 20；Patch top lateral keel 21；Patch ground
Lateral keel 22；Vertical c-type keel socket 23；Idler wheel 24；Platform column 25；Platform beams 26；Checkered steel plate 27；Anchor ear 28；
29 --- bracket；30 --- miniature lifting machine；Steel plate assembly hanger 31；Rigid support 32；Flexible support 33；Hanger main beam 34；
Movable type lifting trolley 35；Suspension hook 36；Fixed assembly pedestal 37；Triangle-type hanger 38；Exterior sheathing bar planting 39；Steel wire 40；
Steel wire net rack 41；Wooden exterior sheathing 42；Wood block filler 43；Pea gravel concreten 44；Miniature built-in vibro-rammer 45；Template sliding slot 46；
Lifting hole(eyelet) 47；Multilayer fixing templates 48；Top plate 49；Bottom plate 50；Wall 51.
Specific embodiment
It elaborates with reference to the accompanying drawing to the embodiment of the present invention.
Embodiment: as shown in Fig. 1-17, a kind of combined type hollow internal form light partition wall, by several piece bumps inside the partition wall
Profiled sheet 1 spliced, form partition wall internal model system, with hexagonal cavities structure, cavity inside lays in advance erects
It is whole to increase to the vertical L-type keel 5 of L-type keel socket 6, pipeline guide channel 7, pipeline passway fixing component 8, and arranged for interval
The stability of a structure.If encountering situations such as opening up door-window opening in partition wall, regularization turning steel plate 10 can be set in edge,
Vertical c-type keel socket 23 and vertical c-type keel 11 are installed inside it, sleeper structure, enhancing can be formed in door-window opening
The intensity of door-window opening；And it is directed to partition wall node, such as L shape, T shape and cross, then turning joint steel pipe can be set in edge
12, ribbed stiffener 13 is installed.Profiled sheet 1 carries out single side internal model splicing on operation platform, passes through the miniature lifting machine on platform
30, cooperation steel plate installation guiding crossbeam 14 is surrounded in patch wall vertical keel 19, patch top lateral keel 21 and patch ground lateral keel 22
Space in realize Fast Installation it is in place.Construction has two layers of cement mortar 9, one layer of pea gravel concreten 44 of inner clip on the outside of internal model system
Plastering.Along top plate 49, bottom plate 50 and wall are provided with a circle exterior sheathing bar planting 39, and bar planting 39 is connect with the steel wire net rack 41 set up
Fixed, steel wire 40 is laid on steel wire net rack 41.The plastering of pea gravel concreten 44 is overlying on steel wire 40, utilizes wooden exterior sheathing
42 cover plastering, so that pea gravel concreten 44 is not fallen off.
Combined type hollow internal form light partition wall above-mentioned, 1 both ends of profiled sheet are equipped with connection side 2, connect and open up on side 2
There are bolt hole and iron wire perforation, the profiled sheet 1 of single side internal model is attached using bolt 3, and two single side internal models pass through thin wire 4
Binding connection.In view of the presence of top plate 49, steel plate medium position should be arranged in the lifting point of upper layer single side internal model, therefore in die mould steel
Triangle-type hanger 38 is arranged in 1 side medium position of plate, can guarantee the stationarity of steel plate lifting well.
Combined type hollow internal form light partition wall above-mentioned, lower layer and a height of 1m of intermediate laminate shape steel plate 1, upper layer is
1.1m need to carry out splicing up and down.1 upper end of bottom profiled sheet is equipped with steel plate upper end and connects recess 20, and depth 20cm can be straight
It connects and is inserted intermediate laminate shape steel plate 1, realize quickly connection.The connection of middle layer and upper layer profiled sheet 1 utilizes nailing
Overlap joint, lap of splice 10cm.
Combined type hollow internal form light partition wall above-mentioned, steel plate installation guiding crossbeam 14 share twice, are separately positioned on
At the position 1m and 2m, it is mounted on guiding crossbeam and shelves on slot 16.Guiding crossbeam shelves slot 16 and the connection for being previously implanted wall 51
Angle steel 15 is welded and fixed, upper and lower two sides offer it is several shelve slot side limited mouth 18, toward guiding crossbeam two sides limit
Insertion guiding crossbeam limit film 17 in mouthful, can fixed guide crossbeam.
Combined type hollow internal form light partition wall above-mentioned, partition wall operation platform is by idler wheel 24, platform column 25, platform cross
Beam 26 is set up, and checkered steel plate 27 is above covered with.Two layers totally of platform, bottom is provided with two miniature lifting machines 30 and a steel plate
Assembled hanger 31.Anchor ear 28 is installed on platform column 25, bracket 29 is laid between anchor ear 28 and platform beams 26, it is flat to enhance
The stability of platform structure.
Steel plate assembly hanger above-mentioned, it is made of rigid support 32, flexible support 33, hanger main beam 33.It is mobile
Formula is lifted by crane trolley 34 and is displaced on hanger main beam, can be connected with transverse shifting, suspension hook 35 with trolley.It is provided with below hanger fixed
Assembled pedestal 36, single side internal model can be sling by hanger, be inserted into pedestal, then by artificial assembled.
Combined type hollow internal form light partition wall above-mentioned, wooden exterior sheathing 42 are divided into three layers, inside bury miniature built-in
Vibro-rammer 45.Bottom exterior sheathing top is provided with lifting hole(eyelet) 47, and top layer exterior sheathing is in addition to plate top lifting hole(eyelet) 47, also in the middle part of formwork sides
It is provided with lifting hole(eyelet) 47.
Combined type hollow internal form light partition wall above-mentioned, wooden exterior sheathing 42 are mounted on multilayer fixing templates 48
Interior, bottom exterior sheathing is placed on rightmost side cell compartment, and top layer's exterior sheathing is placed on intermediate cell compartment.Pass through two miniature lifting machines 30
Template installation is carried out with the template sliding slot 46 being arranged in advance on metope.
A specific embodiment of the invention includes the following steps:
The first step is to build partition wall operation platform as shown in Figure 10.Two layers of knot is built using platform column 25 and platform beams 26
The operation platform of structure, platform column 25 are the tubular pole of diameter 300mm, and high 1.6m, platform beams 26 are the H-type of HW 200*200
Steel, the long 2.5m of bottom, the long 1m in upper layer.The wide 1.5m of entire operation platform, mesa base are provided with idler wheel 24, can be in construction period
It is moved along wall longitudinal direction.For the intensity for being further ensured that upper platform, anchor ear 28 is mounted on upper platform crossbeam 26,
Bracket 29 is mounted between anchor ear 28 and upper platform crossbeam 26.After platform building on crossbeam upper berth checkered steel plate 27, with
Continue worker's activity after an action of the bowels.26 bottom of platform beams is also provided with two miniature lifting machines 30 and a steel plate assembly hanger 31.It is micro-
It is 1*0.6m, high 0.8m that type lifting machine 30, which removes the main structure planar dimension outside sunpender,.31 structure of steel plate assembly hanger is as schemed
11, long 1m, high 1.2m, by rigid support 32, flexible support 33 and hanger main beam 34 are formed.Mobile rise is provided with above girder
Trolley 35 is hung, is connected with suspension hook 36, the slinging work in direction up and down may be implemented.It is provided with immediately below hanger fixed
Assembled pedestal 37, is formed by C15 concrete for making, the profiled sheet 1 after lifting can be sequentially inserted into pedestal, then realize list
The assembly of face internal model.
Second step is that profiled sheet 1 is sequentially inserted into pedestal, carries out the assembled work of single side internal model.Profiled sheet 1
Structure such as Fig. 1, straight flange 24cm, two bevel edges are 14.14cm, in 45 ° of arrangements, wide 28mm.The connection side 2 at both ends is 6cm long, thick
Part side length 3cm, wide 28mm, thin part long 3cm, wide 14mm.Profiled sheet 1 is 1m high, several pieces profiled sheets 1 are inserted into
To pedestal, construction personnel carries out the assembled of single side internal model using bolt 3 and works, and connection schematic diagram refers to Fig. 3.It is usually primary
Property assembled 3 pieces of profiled sheets 1 form single side internal models.And it is needed because of the intensity that enhance entire internal model system pre-buried in advance vertical
Keel, and according to pipeline requirements within the walls, therefore need to need to weld in advance on the inside of profiled sheet 1 after single side internal model is assembled
Vertical L-type keel socket 6, pipeline guide channel 7 and pipeline passway fixing component 8.And if encountering beginning door-window opening in partition wall
It Deng other, then needs to change door-window opening both sides internal model structure, needs to connect regularization turning steel plate 10 as shown in Figure 2, with
This needs to weld vertical c-type keel socket 23 in advance on the inside of steel plate simultaneously.There is situations such as corner for partition wall, then it should be in corner
Locate connecting corner joint steel pipe 12, and ribbed stiffener 13 is set in corresponding position, to enhance corner internal model rigidity.In view of the later period
Lifting is limited to the influence of top plate 49, therefore on the outside of top layer's single side internal model, triangle as shown in FIG. 6 should be installed in middle position
Formula suspender 38 thus can successfully lift by crane upper layer single side internal model to predetermined altitude.In addition, there are also any it is worth noting that,
A steel plate upper end connection recess 20, recess can be arranged in Bonding Problem above and below single side internal model after lower layer's single side internal model is assembled
Depth is 20cm, and such middle layer single side internal model can be inserted directly therein realization connection.
Third step is, according to snap the line position in advance, in top plate 49, bottom plate 50 and the fixed patch wall of 51 surface of wall installation are vertical
Keel 19, patch top lateral keel 21 and patch ground lateral keel 22, section form is L-type, with a thickness of 1cm, such as Fig. 9.Exist later
It is implanted into angle cleat 15 on wall 51, guiding crossbeam is welded and fixed and shelves slot 16.It shelves slot and has opened up several put in two sides up and down
Set slot side limited mouth 18, i.e. rectangular aperture.After shelving slot fixation, twice steel plate installation guiding crossbeam is set up in slot
14, it is the I10 lumps of wood.Distance between twice crossbeam is single-face side Mould Breadth degree.After regulating crossbeam spacing, guiding crossbeam is utilized
Limit film 17, which is inserted into, shelves in slot side limited mouth 18, and to play fixed cross beam, guiding 17 section of crossbeam limit film is T shape,
It is respectively inserted in crossbeam two sides.
4th step is first with two miniature lifting machines 30 on platform, and assembled good single side internal model, hangs in front of lifting
It is installed in guiding crossbeam 14 to twice steel plate.Lower layer and middle layer single side internal model lifting point are in top, the lifting of upper layer single side internal model
Point is at the triangle-type hanger 38 of internal model medium position.Whole installation process is shown in Fig. 5 and Fig. 7.Erection sequence from the bottom up, the bottom of to
Layer single side internal model after the installation is completed, installs fixed vertical L-type keel 5 and vertical c-type keel 11 in cavity as needed.Pacify again
Bottom other side single side internal model is filled, two single side internal models are bound using thin wire 4.Bottom internal model after the installation is completed, similarly installation in
Interbed internal model and upper layer internal model.Middle layer internal model and bottom internal model connect recess 20 by steel plate upper end and connect, upper layer internal model and
Middle layer internal model is 1.1m by overlapping mode, i.e. upper layer profiled sheet, has more 10cm for overlap joint, is connected using nailing.Finally
Form partition wall internal model system shown in Fig. 4.
5th step be partition wall internal model after the installation is completed, twice steel plate installation guiding crossbeam 14 is first removed, then outside internal model
The cement mortar 9 of one layer of 15mm thickness of side construction.And then by the position marked in advance, along top plate 49, bottom plate 50 and wall 51 are set
A circle exterior sheathing bar planting 39, the bar planting since from the 10cm of end are set, spacing 40cm, the long 45cm of bar planting are 8 reinforcing bar of φ.It plants
Muscle operation is spreads the building steel-bar-planting glue stirred evenly in reinforcing bar one end, and smearing will uniformly, and daub length is not less than 8cm, and will
Structure glue is injected about 2/3 in pre-drilled hole using injection device, is inserted into bottom hole in Swiveling Rebar, with a small amount of colloid spilling
Aperture is advisable.Welding wire rack 41 is welded and fixed after bar planting.41 spacing of steel wire net rack is 20cm, and reinforcing bar, which must not bind, jumps
Button, the crotch direction of reinforcing bar will be with mesh sheet in the same plane.Overlap joint between all reinforcing bars >=30cm.And then in steel wire
Steel wire 40 is installed on rack 41, steel wire 40 is fixed on steel mesh by the steel wire lap of splice >=15cm with 22# iron wire,
Binding point spacing 20cm.It binds the effect finished and sees Figure 14.The finally installation template sliding slot 46 on 40 outside wall 51 of steel wire,
For sliding up and down for subsequent exterior sheathing.
6th step carries out the plastering construction of pea gravel concreten 44 from the bottom up.After having smeared 1m height, lifts and installed in advance
Three layers of wooden exterior sheathing 42 in multilayer fixing templates 48.Miniature built-in vibro-rammer is installed in wooden exterior sheathing 42
45, bottom exterior sheathing is equipped with idler wheel 24, and thickness is 5mm, and height is 1m；Such as Figure 12 of multilayer fixing templates 48, three layers of wood
42 distribution situation of exterior sheathing processed is shown in Figure 13, and specific distribution is as follows: bottom exterior sheathing is located at outermost, during upper layer exterior sheathing is located at
Between.After plastering height reaches 1m, the 47 of 48 top of multilayer fixing templates are caught on using wherein one miniature lifting machine 30, edge
Sliding slot is lifted to 1m height.Another miniature lifting machine 30 is utilized at this time, the rightmost side in multilayer fixing templates 48 is wooden
Exterior sheathing 42, which is hung, is down to ground, pushes the plastering of pea gravel concreten 44 to, and fixed with wood block filler 43, entire step refers to Figure 16.With
Multilayer fixing templates 48 are hung afterwards and are down on wood block filler 43, middle layer pea gravel concreten 44 is carried out and plasters, then lifting is more
Layer fixing templates 48, fixed form.It plasters likewise, carrying out upper layer pea gravel concreten 44, fixed form, such as Figure 17.It supports
Protect dismantle after the completion wooden exterior sheathing 42 and template sliding slot 46, then the cement mortar 9 for 15mm thickness of constructing.So far it completes entire compound
The construction of formula hollow internal form light partition wall, the curtain wall structure details visible Fig. 8 and 15.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention；Therefore, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Although appended drawing reference in figure is used more herein: profiled sheet 1；Connect side 2；Bolt 3；Thin wire 4；Vertically
L-type keel 5；Vertical L-type keel socket 6；Pipeline guide channel 7；Pipeline passway fixing component 8；Cement mortar 9；Regularization is turned
Gusset 10；Vertical c-type keel 11；Turning joint steel pipe 12；Ribbed stiffener 13；Steel plate installation guiding crossbeam 14；Angle cleat 15；
Guiding crossbeam shelves slot 16；It is oriented to crossbeam limit film 17；Shelve slot side limited mouth 18；Paste wall vertical keel 19；Steel plate upper end
Connect recess 20；Patch top lateral keel 21；Patch ground lateral keel 22；Vertical c-type keel socket 23；Idler wheel 24；Platform column 25；
Platform beams 26；Checkered steel plate 27；Anchor ear 28；29 --- bracket；30 --- miniature lifting machine；Steel plate assembly hanger 31；Rigidity
Support 32；Flexible support 33；Hanger main beam 34；Movable type lifting trolley 35；Suspension hook 36；Fixed assembly pedestal 37；Trigonometric expression
Suspender 38；Exterior sheathing bar planting 39；Steel wire 40；Steel wire net rack 41；Wooden exterior sheathing 42；Wood block filler 43；Pea gravel concreten 44；It is micro-
The built-in vibro-rammer 45 of type；Template sliding slot 46；Lifting hole(eyelet) 47；Multilayer fixing templates 48；Top plate 49；Bottom plate 50；Wall 51 etc.
Term, but it does not exclude the possibility of using other terms；The use of these items is only for be more convenient to describe and explain
Essence of the invention；Being construed as any additional limitation is disagreed with spirit of that invention.
Claims (10)
1. combined type hollow internal form light partition wall, it is characterised in that: the profiled sheet (1) including several bumps is spliced,
Partition wall internal model system is formed, which has hexagonal cavities structure, and the fixed structure of pipeline passway is laid in cavity
Part (8) and several vertical L-type keel sockets (6)；Pipeline guide channel (7) are installed in pipeline passway fixing component (8)；Vertically
Spaced apart vertical L-type keel (5) are plugged on L-type keel socket (6)；Two layers of cement is provided on the outside of partition wall internal model system
Mortar (9), one layer of pea gravel concreten (44) of inner clip；Profiled sheet (1) carries out the splicing of single side internal model on partition wall operation platform, leads to
Cross the miniature lifting machine (30) on partition wall operation platform, cooperation steel plate installation guiding crossbeam (14), patch wall vertical keel (19),
Realize that Fast Installation is in place in the space that patch top lateral keel (21) and patch ground lateral keel (22) surround；Outside partition wall internal model system
It is provided with partition wall and scrapes slurry plastering pattern device；It includes top plate (49), bottom plate (50), wall (51) that partition wall, which scrapes slurry plastering pattern device,
With exterior sheathing bar planting (39), exterior sheathing bar planting (39) is along top plate (49), and bottom plate (50) and wall (51) form a circle arrangement, outside
It is installed with steel wire net rack (41), is equipped on steel wire net rack (41) steel wire (40) in template bar planting (39), steel wire (40) is outside
It is equipped on side wall body (51) template sliding slot (46), multilayer fixing templates (48) and wooden is provided in template sliding slot (46)
Exterior sheathing (42), pea gravel concreten (44) plastering are overlying on steel wire (40), cover plastering by wooden exterior sheathing (42), so that
Pea gravel concreten (44) is not fallen off.
2. combined type hollow internal form light partition wall according to claim 1, it is characterised in that: the partition wall internal model system
Including be located at profiled sheet (1) edge setting regularization turning steel plate (10), inside vertical c-type keel socket is installed
(23), vertical c-type keel (11) are plugged in vertical c-type keel socket (23).
3. combined type hollow internal form light partition wall according to claim 1, it is characterised in that: the partition wall internal model system
Turning joint steel pipe (12) and installation ribbed stiffener (13) are provided with including being located at profiled sheet (1) edge.
4. combined type hollow internal form light partition wall according to claim 1, it is characterised in that: the profiled sheet (1)
Both ends are equipped with connection side (2), and bolt hole and iron wire perforation are offered in connection side (2), and the profiled sheet (1) of single side internal model passes through
Bolt (3) is attached, and two single side internal models pass through thin wire (4) binding connection.
5. combined type hollow internal form light partition wall according to claim 1, it is characterised in that: the installation is oriented to crossbeam
(14) twice are shared, guiding crossbeam is mounted on and shelves on slot (16), guiding crossbeam shelves slot (16) and steel plate installation guiding crossbeam
(14) it is welded and fixed by angle cleat (15)；Guiding crossbeam shelve offered on slot (16) two sides it is several shelve slot sides limit
Position mouth (18) is shelved and is plugged with guiding crossbeam limit film (17) in slot side limited mouth (18)；Crossbeam limit film (17) will be oriented to
Insertion steel plate installation guiding crossbeam (14) both sides are shelved in slot side limited mouth (18), for fixation steel plate installation guiding crossbeam
(14).
6. combined type hollow internal form light partition wall according to claim 1, it is characterised in that: the partition wall operation platform
Including the worker operation platform (101) and steel plate assembly hanger (31) being laid on operation platform (100)；The steel plate is assembled
Hanger (31) includes hanger main beam (33) and the rigid support (32) for being used to support hanger main beam (33) and flexible support (33)；It hangs
Two mobile liftings trolley (34) are installed, movable type lifting trolley (34) passes through cable wire and suspension hook (35) on frame girder (33)
It is connected；One is also provided with as made from concrete below hanger main beam (33) for realizing the Fast Installation of hollow steel framework at center (52)
Fixed assembled pedestal (37), fixed assembly pedestal (37) is located on operation platform (100).
7. combined type hollow internal form light partition wall according to claim 1, it is characterised in that: the operation platform
(100) bottom setting idler wheel (24)；Worker operation platform (101) includes the platform column being laid on operation platform (100)
(25), it is provided with platform beams (26) on platform column (25), tiling has checkered steel plate (27) on platform beams (26).
8. combined type hollow internal form light partition wall according to claim 1, it is characterised in that: the platform column (25)
On be equipped with anchor ear (28), bracket (29) are provided between anchor ear (28) and platform beams (26).
9. combined type hollow internal form light partition wall according to claim 1, it is characterised in that: the multilayer template is fixed
Device (48) is divided into three cell compartments, and three pieces of wooden exterior sheathings (42) are equipped in three cell compartments, and the wooden exterior sheathing of bottom (42) is put
It sets in rightmost side cell compartment, the wooden exterior sheathing of top layer (42) is placed on intermediate cell compartment.
10. it is a kind of claim 1-9 it is any as described in combined type hollow internal form light partition wall construction method, feature exists
In: the following steps are included:
Step (1), first with idler wheel (24), platform column (25), platform beams (26) set up partition wall operation platform, upper berth decorative pattern
Steel plate (27) installs anchor ear (28) and bracket (29)；Steel plate assembly hanger (31) then is built in operation platform bottom, fixes two
The miniature lifting machine of platform (30)；The finally construction one fixed assembled pedestal (37) by concrete for making immediately below hanger；
Step (2) lifts by crane profiled sheet (1) using steel plate assembly hanger (31), is inserted into fixed assembled pedestal (37)
Interior, then construction personnel carries out the splicing of single side internal model using bolt (3)；As needed, it is set on the inside of profiled sheet (1) in advance
Set vertical L-type keel socket (6), vertical L-type keel socket (23), pipeline guide channel (7) and pipeline passway fixing component (8)
Deng；
Step (3), first in top plate (49), bottom plate (50) and wall (51) surface install patch according to the position of preparatory snap the line
Wall vertical keel (19), patch top lateral keel (21) and patch ground lateral keel (22)；Then it is implanted into advance on wall (51) surface
Angle cleat (15) is welded and fixed guiding crossbeam and shelves slot (16), twice steel plate installation guiding crossbeam (14) is installed in slot,
It is fixed to be utilized respectively guiding crossbeam limit film (17)；
Step (4), using two miniature lifting machines (30) on platform, assembled good single side internal model, is hung in two before lifting
In road steel plate installation guiding crossbeam (14).After the installation is completed, then installing bottom layer other side single side internal model, two is single for bottom single side internal model
Face internal model is finished using thin wire (4) binding, and bottom internal model after the installation is completed, similarly installs middle layer internal model and upper layer internal model,
Middle layer internal model connects recess (20) connection by steel plate upper end with bottom internal model, and upper layer internal model and middle layer internal model pass through overlap joint
Mode is connected using nailing；
Step (5), twice steel plate installation guiding crossbeam (14) before first removing, one layer of cement mortar (9) of first constructing, subsequent edge
The position predefined, in top plate (49), one circle exterior sheathing bar planting (39) of bottom plate (50) and wall (51) setting, welding wire
Rack (41) is installed steel wire (40), finally the installation template sliding slot (46) on steel wire (40) outside wall (51)；
Step (6) carries out pea gravel concreten (44) plastering construction from the bottom up.After having smeared 1m height, lifts and installed in advance
Three layers of wooden exterior sheathing (42) in multilayer fixing templates (48) complete bottom exterior sheathing using two loop wheel machine cooperations
Installation is fixed, and every completion 1m plastering, installs one layer of exterior sheathing, after the completion of concrete curing, then outside concrete coating later
One layer of cement mortar (9) of side construction, to complete the construction of entire combined type hollow internal form light partition wall.
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| CN201811051078.0A CN109296117B (en) | 2018-09-10 | 2018-09-10 | Composite hollow inner template light partition wall and construction method |
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| CN201811051078.0A CN109296117B (en) | 2018-09-10 | 2018-09-10 | Composite hollow inner template light partition wall and construction method |
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| CN109296117B CN109296117B (en) | 2023-07-28 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123487A (en) * | 2021-05-21 | 2021-07-16 | 江苏广兴集团有限公司 | Construction method of internal mold supporting heat-insulation sound-insulation wall |
| CN114575497A (en) * | 2021-12-29 | 2022-06-03 | 深圳安星建设集团有限公司 | Finished product assembly type partition wall assembly structure, building and assembly method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1394330A1 (en) * | 2002-08-28 | 2004-03-03 | Corus UK Limited | Composite floor structures |
| CN101126255A (en) * | 2007-08-16 | 2008-02-20 | 谌丽莉 | Metal mesh multifunctional wall and construction method for building thereof |
| CN201099933Y (en) * | 2007-08-16 | 2008-08-13 | 谌丽莉 | Metal net wall |
| CN103410317A (en) * | 2013-07-29 | 2013-11-27 | 段风雷 | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part |
| CN106049714A (en) * | 2016-07-28 | 2016-10-26 | 杭州江润科技有限公司 | Plastic-steel net combined light partition wall and construction method |
| CN107217787A (en) * | 2017-05-18 | 2017-09-29 | 沈阳建筑大学 | A kind of assembled coupling beam of built-in profiled sheet groove structure |
-
2018
- 2018-09-10 CN CN201811051078.0A patent/CN109296117B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1394330A1 (en) * | 2002-08-28 | 2004-03-03 | Corus UK Limited | Composite floor structures |
| CN101126255A (en) * | 2007-08-16 | 2008-02-20 | 谌丽莉 | Metal mesh multifunctional wall and construction method for building thereof |
| CN201099933Y (en) * | 2007-08-16 | 2008-08-13 | 谌丽莉 | Metal net wall |
| CN103410317A (en) * | 2013-07-29 | 2013-11-27 | 段风雷 | Construction method for site assembly and casting integral wall body by adopting wall body prefabricated part |
| CN106049714A (en) * | 2016-07-28 | 2016-10-26 | 杭州江润科技有限公司 | Plastic-steel net combined light partition wall and construction method |
| CN107217787A (en) * | 2017-05-18 | 2017-09-29 | 沈阳建筑大学 | A kind of assembled coupling beam of built-in profiled sheet groove structure |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113123487A (en) * | 2021-05-21 | 2021-07-16 | 江苏广兴集团有限公司 | Construction method of internal mold supporting heat-insulation sound-insulation wall |
| CN114575497A (en) * | 2021-12-29 | 2022-06-03 | 深圳安星建设集团有限公司 | Finished product assembly type partition wall assembly structure, building and assembly method |
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| CN109296117B (en) | 2023-07-28 |
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