CN105965672A - Integrated formwork for assembly type shear wall form structure - Google Patents
Integrated formwork for assembly type shear wall form structure Download PDFInfo
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- CN105965672A CN105965672A CN201610445235.0A CN201610445235A CN105965672A CN 105965672 A CN105965672 A CN 105965672A CN 201610445235 A CN201610445235 A CN 201610445235A CN 105965672 A CN105965672 A CN 105965672A
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- Prior art keywords
- template
- exterior sheathing
- shear wall
- match board
- inner formwork
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Classifications
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0091—Transformable moulds allowing the change of shape of an initial moulded preform by preform deformation or the change of its size by moulding on the preform
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/28—Cores; Mandrels
- B28B7/30—Cores; Mandrels adjustable, collapsible, or expanding
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- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention relates to an integrated formwork for an assembly type shear wall form structure and belongs to the field of assembly concrete form structure construction. The integrated formwork is used for solving the problems that due to narrow and small structure space of forms of this type, form boards are difficult to make and remove, and traditional form boards cannot achieve the construction process of assembly type assembly structures. The integrated formwork for the assembly type shear wall form structure comprises an outer form system and an inner form system, wherein the outer form system is composed of first outer form boards and second outer form boards; and the inner form system is composed of first inner form boards, second inner form boards and a third inner form board. The integrated formwork is further provided with a wall thickness adjusting device, a hole formation device, a framework separation gauze element and a suspension device. By means of the integrated formwork, form boards, narrow and small in structure space, of a formwork can be made and removed conveniently; damage to a form structure caused by violent form removal is alleviated; meanwhile, the construction process of the assembly type shear wall form structure is achieved; and the integrated formwork can be used for making a cast-in-situ shear wall form structure or the assembly type shear wall form structure with square shapes as basic units to form an architectural plan.
Description
Technical field
The present invention relates to assembly concrete model structure construction field, assemble particularly to one
Formula Shear wall tube structure structure unitary mould, can be used for such as with " mouth " type be elementary cell composition
The cast-in-place shear wall model structure of architectural plan or the making of fabricated shear wall model structure.
Background technology
In field of civil engineering, for checking new structural design theory or new structural system, one
As be by model structure experimental study it to be tested or verify.Model structure is by several
What, after reduced scale, it is designed calculating and making according to certain theory of similarity.For shear wall mould
Type structure, floor height is generally 300mm～800mm, and wall thickness is 20mm～50mm, hole chi
Very little and wall thickness is less, application low-intensity and low-elasticity-modulconcrete concrete in addition, later stage template is more difficult
Removing, model structure can be caused damage by violence form removal, affects the accurate of result of the test further
Property.For fabricated shear wall model structure, according to the construction technology of prototype structure, model is tied
Structure walls concrete should pour at twice, is formed perpendicular at precast wall body and cast-in-place location contacts position
To partitioning slot, how the most effective separating device is set in the model structure reinforcing bar binding stage,
And combine with template, it is a difficult problem.
Traditional big scale model structure plank sheathing or foam make, plank sheathing be difficult to remove and
The number of times of recycling is relatively low, and when foam makes, cost is higher, the model structure completed
Rough surface, corner angle obscure.
Summary of the invention
For above-mentioned problems of the prior art, it is an object of the invention to, it is provided that a kind of
Fabricated shear wall model structure unitary mould, facilitates the system of template in model structure small space
Make and remove, alleviating the violence form removal infringement to model structure, alleviate the impact on result of the test.
Can be used for the cast-in-place shear wall model structure that " mouth " type is elementary cell composition architectural plan
Or the making of fabricated shear wall model structure.
The present invention is by the following technical solutions:
A kind of fabricated shear wall model structure unitary mould, including outer modular system and be arranged on
The inner formwork system of external mold internal system:
Described outer modular system includes the first exterior sheathing of pair of parallel setting and pair of parallel sets
The second exterior sheathing put, the first exterior sheathing and the second exterior sheathing end connect, and to make outer modular system be square
Shape structure；On the outer wall of the second described exterior sheathing, the length direction along the second exterior sheathing is provided with
First card rib；
Described inner formwork system include pair of parallel setting first in template and pair of parallel set
Template in second put, in first, in template and second, template end connects, and to make inner formwork system be square
Shape structure；Along second, on the length direction of template, it is provided with on the inwall of template in second
Two card ribs；
Being provided with suspension arrangement between outer modular system and inner formwork system, suspension arrangement includes screw mandrel,
It is set with a pair spacer on screw mandrel, the side of each spacer all offers draw-in groove, logical
The draw-in groove crossed on spacer realizes outer modular system with the first described card rib, coordinating of the second card rib
Connection with inner formwork system；
Template in support means being provided with the 3rd above described inner formwork system.
Further, the first described exterior sheathing includes the first plate body and is arranged on the first plate body
On edge, same side and a pair web being parallel to each other, each web all offer multiple
The breach of L-shaped, one end of breach passes the side of web；The second described exterior sheathing includes
Two plate bodys, the second plate body is distributed fixing bolt on edge in the width direction.
Further, on described the first exterior sheathing, the outer wall of the second exterior sheathing all in a row in column
Be provided with rib, often row rib all intersect vertically with each column rib；The first exterior sheathing,
Multiple hole, location penetrating the first exterior sheathing, the second exterior sheathing it is distributed with on two exterior sheathings.
Further, template includes the first match board, the second match board and in described first
Three match board, wherein the first match board, the structure of the 3rd match board, specification are the most identical, and second
The width of match board is less than the first match board；The both sides of the second match board are provided with first and fix
Groove, the first match board, the edge of the second match board are provided with fix that groove agrees with first
Two fix groove；Second match board surface is detachably provided with fixing steel by erection bolt
Plate, the length of fixation steel plate is more than the width of the second match board.
Further, described support means is for being arranged on the first match board, the 3rd match board side
Pressure-bearing otic placode on face, pressure-bearing otic placode is placed with platform bearing plate, the upper table of platform bearing plate
Face flushes with the first match board upper surface；Groove is equidistantly distributed on platform bearing plate.
Further, in described the 3rd, template is reinforced concrete structure, in the 3rd in template
The reinforcing bar in portion is cold drawn wire, and cold drawn wire passes the end face of template in the 3rd.
Further, between described inner formwork system, outer modular system, it is provided with wall thickness adjusting means,
Wall thickness adjusting means includes positioning nut, and one end of location nut is coaxially passed through and is connected with external screw thread
Lasso；Through location nut and lasso be provided with an adjusting rod, one end of adjusting rod with
One section of external screw thread, and be provided with externally threaded one section straight without externally threaded part compared with on adjusting rod
Footpath is big；It is outer hexagonal structure that adjusting rod is provided with the end of external screw thread one end, is not provided with outer spiral shell
Stricture of vagina end surface is cased with one layer of 2mm thickness rubber sleeve.
Further, it is detachably provided with skeleton between described outer modular system, inner formwork system
Separating gauze, it is rectangle frame structure that skeleton separates gauze, by the framework of four sections of rectangles removably
Split is constituted；It is internally provided with gauze at rectangle frame, gauze edge is enclosed with skeleton steel disc；
All along being perpendicular to direction pair, ground on the inwall of described outer modular system, on the outer wall of inner formwork system
Claim to be provided with chute, skeleton separate gauze by chute be arranged on inner formwork system, outer modular system it
Between.
Further, the outer wall of described inner formwork system is detachably provided with hole molding dress
Putting, hole shaped device includes the rectangular configuration being made up of four sections of bar magnets, in rectangular configuration
Portion is provided with bracing means, and bracing means includes the support bar laid in cross, support bar
End is provided with support chip；After bracing means is arranged on rectangular configuration inside, support chip and bar
Shape Magnet is in close contact to play a supporting role；The width of described bar magnet and interior module system
System, outer modular system spacing identical, in described rectangular configuration outer cover equipped with rubber ring.
The present invention compared with prior art has a techniques below feature:
1. the overall structure mould recycling number of times of the present invention high, readily removable remove, can be in conjunction with filling
Joining formula model structure construction technology, can be used for " mouth " type is that elementary cell forms architectural plane
The cast-in-place shear wall model structure of figure or the making of fabricated shear wall model structure；
2. use the present invention can facilitate making and the dismounting of model narrow and small structure space template,
Alleviating the violence form removal infringement to model structure, the impact on experimental result is little, mixes for assembled
Solidifying soil model structure construction field provides a kind of new research tool.
Accompanying drawing explanation
Fig. 1 is the structural representation of outer modular system；
Fig. 2 is the structural representation of the first exterior sheathing；
Fig. 3 is the structural representation of the second exterior sheathing；
Fig. 4 is the structural representation that suspension arrangement coordinates with inner formwork system, outer modular system；
Fig. 5 is the STRUCTURE DECOMPOSITION schematic diagram of inner formwork system；
Fig. 6 is the STRUCTURE DECOMPOSITION schematic diagram of template in first；
Fig. 7 is the STRUCTURE DECOMPOSITION schematic diagram of template in second；
Fig. 8 is the structural representation of template in the 3rd；
Fig. 9 is the STRUCTURE DECOMPOSITION schematic diagram of hole forming device；
Figure 10 is the structural representation of wall thickness adjusting means；
Figure 11 is the STRUCTURE DECOMPOSITION schematic diagram that skeleton separates gauze；
The outer modular system of A, B inner formwork system, 1 first exterior sheathing, 2 second exterior sheathings,
3 hole, location, 4 ribs, 5 spacers, 6 chutes, 7 breach, 8 webs, 9
First card rib, 10 fix bolt, template in 11 second, 12 draw-in grooves, 13 skeletons
Separation gauze, 131 frameworks, 132 skeleton steel discs, 133 gauzes, 14 screw mandrels, 15
Template in 3rd, 151 reinforcing bars, 16 platform bearing plates, template in 17 first, 171
First match board, 172 second match board, 173 the 3rd match board, 174 assemble spiral shell
Bolt, 175 pressure-bearing otic placodes, 18 fixation steel plates, 19 hole shaped devices, 191 bar shapeds
Magnet, 192 rubber rings, 193 bracing means, 194 support chips, 20 grooves, 21
Adjusting rod, 22 lassos, 23 location nuts.
Detailed description of the invention
Defer to technique scheme, as shown in Figure 1 to 11, a kind of fabricated shear wall mould
Type structure unitary mould, including outer modular system A and be arranged on the interior mould within outer modular system A
System B:
Described outer modular system A includes the first exterior sheathing 1 of pair of parallel setting and pair of parallel
The second exterior sheathing 2 arranged, the first exterior sheathing 1 and the second exterior sheathing 2 end connect and make external mold
System A is rectangular configuration, i.e. from the point of view of overlooking, and first exterior sheathing the 1, second exterior sheathing
Two limits being parallel to each other of 2 respectively rectangles；The specification phase of two the first exterior sheathings 1
With, the specification of two the second exterior sheathings 2 is identical, and the first exterior sheathing 1 length is less than the second external mold
Plate 2, the first exterior sheathing 1 width and the second exterior sheathing 2 are identical.The second described exterior sheathing 2
Outer wall on the length direction of the second exterior sheathing 2 is provided with the first card rib 9.
As in figure 2 it is shown, the first exterior sheathing 1 includes the first plate body and is arranged on the first plate body together
On one side edge and a pair web 8 of being parallel to each other, web 8 thickness 5mm；At each abdomen
All offering the breach 7 of multiple L-shaped on plate 8, one end of breach 7 passes the side of web 8,
I.e. breach 7 one end is through and the other end is the most through；The thickness of breach 7 is 5mm, and width is
17mm, length is 35mm in length and breadth；Web 8 and the first plate body collectively form " shape of [",
It is easy to the installation between the second exterior sheathing 2；The second described exterior sheathing 2 includes the second plate body,
Fixing bolt 10 is distributed on second plate body edge in the width direction；First external mold is being installed
During the second exterior sheathing 2 of plate 1, first by first exterior sheathing the 1, second exterior sheathing 2 vertically
It is slightly misaligned on direction, makes the fixing bolt 10 of the second exterior sheathing 2 first slide in breach 7
After, more upwards carry, make fixing bolt 10 be stuck in the end of breach 7, now the first exterior sheathing
1, the top of the second exterior sheathing 2 still flushes, but due to the setting of breach 7, can make
In horizontal direction, first exterior sheathing the 1, second exterior sheathing 2 can not separate, and thereby guarantees that structure
Robustness；By fixing bolt 10, breach 7 is fastened with the second exterior sheathing 2 again, real
Being relatively fixed of existing first exterior sheathing the 1, second exterior sheathing 2.
As shown in Figure 2 and Figure 3, the outer wall of first exterior sheathing the 1, second exterior sheathing 2 all becomes
Being provided with rib 4, often row's rib 4 all intersects vertically with each column rib 4 arranged in columnsly；Rib
4 use the mode of welding to fix, and thickness is 4mm, and width is 50mm；Spacing is 200mm,
Forming " well " type net, its effect is to improve the flat in-plane stiffness of exterior sheathing, when reducing modelling
The additional deformation brought, affects structure wall surface smoothness.At the first exterior sheathing 1, second
Multiple hole, location penetrating first exterior sheathing the 1, second exterior sheathing 2 it is distributed with on exterior sheathing 2
3, the effect in hole 3, location is auxiliary adjustment inner formwork system B, the spacing of outer modular system A；Fixed
Hole 3, position is bolt hole, a diameter of 15mm.
Described inner formwork system B include pair of parallel setting first in template 17 and a pair flat
Template 11 in the second of row setting, in first, in template 17 and second, template 11 end connects
Making inner formwork system B is rectangular configuration；In second on the inwall of template 11 along second template
The second card rib it is provided with on the length direction of 11；The basic structure of inner formwork system B and outer module system
A is similar for system, is rectangular configuration.
Specifically, template 17 includes first match board the 171, second match board 172 in first
With the 3rd match board 173, wherein the first match board the 171, the 3rd match board 173 structure,
Specification is the most identical, the width of the second match board 172 less than the first match board 171 (short 50mm,
To facilitate longitudinal dismounting)；The both sides of the second match board 172 are provided with first and fix groove, and first
The edge of match board the 171, second match board 172 is provided with fixes the of slot fit with first
Two fix groove；Between first match board the 171, second match board 172 and the 3rd match board 173
Relative connection is realized by fixing groove；After connection, the second match board 172 surface is passed through
Erection bolt 174 is detachably provided with fixation steel plate 18, and the length of fixation steel plate 18 is more than
The width of the second match board 172；When needing to be relatively fixed three match board, by fixation steel plate
18 are pressed in three pieces of match board, then tighten erection bolt 174, template in i.e. completing first
The assembling of 17, as shown in Figure 6.
Fig. 7 is that in the STRUCTURE DECOMPOSITION schematic diagram of template 11, with first, template 17 is identical in second,
In second, template 11 is also made up of three pieces of match board, and the company between three pieces of match board
Connect mode identical with template in first 17, be not repeated herein.Difference is template in second
In 11 relatively first, template 17 is long, and in therefore match board is also compared with first, the match board of template 17 is long
Some, be provided with two pieces of fixation steel plates 18 and be fixed for this.
In first, in template 17 and second, template 11 material is Q345 steel, is conveniently designed as
Readily removable except can assembly jig, in the 3rd, template 15 material is armored concrete, in the construction stage
Have carrying shape function, after having poured plate surface concrete, with rear pouring concrete collectively as
The component of model structure.
It is provided with suspension arrangement, the effect of suspension arrangement between outer modular system A and inner formwork system B
It is that auxiliary installs outer modular system A and inner formwork system B；Suspension arrangement includes screw mandrel 14, screw mandrel
It is set with a pair spacer 5 on 14, the side of each spacer 5 all offers draw-in groove
12, by joining of the draw-in groove 12 on spacer 5 and first described card rib the 9, second card rib
Close the connection realizing outer modular system A and inner formwork system B, as shown in Figure 4.Outer modular system A,
Inner formwork system B can unload suspension arrangement after installing.
Template 15 in support means being provided with the 3rd above described inner formwork system B, as
Shown in Fig. 5, Fig. 6, support means is for being arranged on the first match board the 171, the 3rd match board 173
Pressure-bearing otic placode 175 on side, pressure-bearing otic placode 175 thickness 8mm, rectangular triangle,
Undertake the construction loads of template 15 transmission in platform bearing plate 16 and the 3rd；Pressure-bearing otic placode 175
On be placed with platform bearing plate 16, the upper surface of platform bearing plate 16 and the first match board 171
Upper surface flushes；Groove 20 is equidistantly distributed on platform bearing plate 16.Assemble whole
After device, by template 17 in the two ends of template 15 are placed on endomembrane system two piece first in the 3rd
On the platform bearing plate 16 of upper placement.In 3rd, template 15 is reinforced concrete structure, the 3rd
The cold drawn wire that rigidity within interior template 15 is bigger, steel wire diameter is 5mm, and spacing is 50mm,
Along the unidirectional layout of concrete slab short side direction, cold drawn wire passes the end face of template 15 in the 3rd；
The concrete that in 3rd, template 15 uses is pea gravel concreten, and strength grade is C30, can root
Prefabricated according to design size.
More excellent, it is provided with wall thickness adjusting means, wall between inner formwork system B, outer modular system A
Thick adjusting means includes positioning nut 23, and one end of location nut 23 is coaxially passed through and is connected with outward
The lasso 22 of screw thread；Location nut 23 and lasso 22 are provided with an adjusting rod 21,
One end of adjusting rod 21 is with one section of external screw thread, and is provided with externally threaded one section of relatively adjusting rod
On 21 without externally threaded section diameter greatly (big 4mm)；The most threaded one end is set with rubber
Glue-line.It is outer hexagonal structure that adjusting rod 21 is provided with the end of external screw thread one end, in order to
Turn adjusting rod 21.During use, first will be screwed into the first external mold with externally threaded lasso 22
In hole, location 3 (screwed hole) on plate the 1, second exterior sheathing 2, the most again by adjusting rod 21
Through location nut 23 and lasso 22, adjusting screw rod is made to withstand on interior mould without externally threaded one end
On the outer wall of system B, so by turn location nut 23, i.e. scalable endomembrane system,
The spacing of outer modular system A.
Further, it is detachably provided with skeleton between outer modular system A, inner formwork system B to divide
Every gauze 13, as shown in figure 11, it is rectangle frame structure that skeleton separates gauze 13, by four sections
The framework 131 removably split of rectangle is constituted；It is internally provided with gauze 133 at rectangle frame,
Gauze 133 is enclosed with skeleton steel disc 132 on edge；On the inwall of described outer modular system A,
All being symmetrically arranged with chute 6 along being perpendicular to direction, ground on the outer wall of inner formwork system B, skeleton divides
It is arranged between inner formwork system B, outer modular system A by chute 6 every gauze 13；Can basis
Needing to arrange the logarithm of chute 6, every a pair chute 6 all can be installed a skeleton and separate gauze
13；The present embodiment is respectively provided with on endomembrane system, the length of outer modular system A, width
There are two pairs of chutes 6.In the model structure reinforcing bar 151 colligation stage, horizontal reinforcement 151 is passed
Gauze 133, formed fabricated shear wall structure dry wall sheet and after water between part concrete
Vertical separation function.
When carrying out modelling, sometimes need on the wall of model, to leave hole according to practical situation
Hole.In order to solve this problem, this programme is removably disposed on the outer wall of inner formwork system B
Hole shaped device 19, hole shaped device 19 includes being made up of four sections of bar magnets 191
Rectangular configuration, by being absorbed and fixed on inner formwork system B outer wall the position needed；Rectangle
Inside configuration is provided with bracing means 193, and bracing means 193 includes that lays in cross props up
Strut, the end of support bar is provided with support chip 194；Bracing means 193 is arranged on rectangle
After inside configuration, support chip 194 is in close contact to play a supporting role with bar magnet 191；
The width of described bar magnet 191 is identical with the spacing of inner formwork system B, outer modular system A,
In described rectangular configuration outer cover equipped with rubber ring 192.Rubber ring 192 plays protection bar shaped
The effect of Magnet 191, prevents concrete to be bonded at magnet surface.Carrying out inner formwork system B, outer
Between modular system A during form, hole shaped device 19 can keep this part-structure all the time
It is not poured.
Using method:
The assembling of template 11 in template 17, second in first is assembled by the way of split；Will
Platform bearing plate 16 is placed on the pressure-bearing otic placode 175 of template 17 in first, template in second
The inner side of 11 and platform bearing plate 16 end part aligning, the end of template 11 and first in second
To it inside interior template 17, complete the assembling of inner formwork system B.Hole forming device is adsorbed
In the outside of inner formwork system B, form the border at hole, bracing means 193 is supported on simultaneously
Inside it.
Second exterior sheathing 2 is fixed on suspension arrangement, according to wall thickness Primary Location, installs the
One exterior sheathing 1, is arranged on the first external mold by the fixing bolt 10 of the end of the second exterior sheathing 2
In the breach 7 of plate 1 end web 8, then pad and the nut of fixing bolt 10 are installed,
Skeleton is separated the chute that gauze 13 is inserted between outer modular system A and inner formwork system B accordingly
In 6, turn nut with preliminary fixing outer modular system A.
Wall thickness adjusting means is installed, lasso 22 is screwed in hole 3, location, then by adjusting rod
21 are inserted in location nut 23 and lasso 22, accurately to adjust the position of adjusting rod 21,
Thus fix the thickness of wall, clamp nut the most again, by nut with location bar by inner formwork system
B, outer modular system A form entirety.
Remove suspension arrangement, cast wall inner concrete, wait pouring to wall high position, pacify
Template 15 in filling the 3rd, colligation plate top reinforcing bar 151, template 15 surface coagulation in pouring the 3rd
Soil, completes model structure template support and makes work.
Claims (9)
1. a fabricated shear wall model structure unitary mould, it is characterised in that include external mold
System (A) and be arranged on the inner formwork system (B) that outer modular system (A) is internal:
Described outer modular system (A) includes first exterior sheathing (1) and of pair of parallel setting
To the second exterior sheathing (2) be arrangeding in parallel, the first exterior sheathing (1) and the second exterior sheathing (2)
End connects, and to make outer modular system (A) be rectangular configuration；Outside described the second exterior sheathing (2)
On wall, the length direction along the second exterior sheathing (2) is provided with the first card rib (9)；
Described inner formwork system (B) include pair of parallel setting first in template (17) and
Template (11) in the second of pair of parallel setting, template in template (17) and second in first
(11) end connects, and to make inner formwork system (B) be rectangular configuration；Template (11) in second
Inwall on along second, on the length direction of template (11), be provided with the second card rib；
It is provided with suspension arrangement, suspension arrangement between outer modular system (A) and inner formwork system (B)
Including screw mandrel (14), screw mandrel (14) is set with a pair spacer (5), in each location
Draw-in groove (12) is all offered, by the draw-in groove (12) on spacer (5) on the side of sheet (5)
Outer modular system (A) and interior mould is realized with the first described card rib (9), coordinating of the second card rib
The connection of system (B)；
Template (15) in support means being provided with the 3rd above described inner formwork system (B).
2. described fabricated shear wall model structure unitary mould as claimed in claim 1,
It is characterized in that, described the first exterior sheathing (1) includes the first plate body and is arranged on first
On edge, plate body same side and a pair web (8) of being parallel to each other, in each web (8)
On all offer the breach (7) of multiple L-shaped, one end of breach (7) passes web (8)
Side；Described the second exterior sheathing (2) includes the second plate body, and the second plate body is in the width direction
Edge on fixing bolt (10) is distributed.
3. described fabricated shear wall model structure unitary mould as claimed in claim 1,
It is characterized in that, on described the first exterior sheathing (1), the outer wall of the second exterior sheathing (2) all
In a row arow is provided with rib (4), often arranges rib (4) all vertical with each column rib (4)
Intersect；First exterior sheathing (1), the second exterior sheathing (2) are distributed with and multiple penetrate
One exterior sheathing (1), the hole, location (3) of the second exterior sheathing (2).
4. fabricated shear wall model structure unitary mould as claimed in claim 1, its feature
Being, in described first, template (17) includes the first match board (171), the second match board
And the 3rd match board (173), wherein the first match board (171), the 3rd match board (172)
(173) structure, specification are the most identical, and the width of the second match board (172) is less than the first spelling
Plywood (171)；The both sides of the second match board (172) are provided with first and fix groove, and first spells
Plywood (171), the edge of the second match board (172) are provided with to be fixed groove with first and agrees with
Second fix groove；Can by erection bolt (174) on the second match board (172) surface
Releasably being provided with fixation steel plate (18), the length of fixation steel plate (18) is more than the second split
The width of plate (172).
5. fabricated shear wall model structure unitary mould as claimed in claim 4, its feature
Being, described support means is for being arranged on the first match board (171), the 3rd match board (173)
Pressure-bearing otic placode (175) on side, pressure-bearing otic placode (175) is placed with platform bearing plate (16),
Upper surface and the first match board (171) upper surface of platform bearing plate (16) flush；Flat
Groove (20) is equidistantly distributed on platform bearing plate (16)..
6. fabricated shear wall model structure unitary mould as claimed in claim 1, its feature
Being, in described the 3rd, template (15) is reinforced concrete structure, template (15) in the 3rd
Internal reinforcing bar (151) is cold drawn wire, and cold drawn wire passes template (15) in the 3rd
End face.
7. fabricated shear wall model structure unitary mould as claimed in claim 1, its feature
It is, between described inner formwork system (B), outer modular system (A), is provided with wall thickness regulation dress
Putting, wall thickness adjusting means includes positioning nut (23), and one end of location nut (23) is coaxial
Pass through and be connected with externally threaded lasso (22)；Through location nut (23) and lasso (22)
Be provided with an adjusting rod (21), one end of adjusting rod (21) with one section of external screw thread, and
Be provided with externally threaded one section big without externally threaded section diameter compared with on adjusting rod (21)；Adjust
It is outer hexagonal structure that pole (21) is provided with the end of external screw thread one end.
8. fabricated shear wall model structure unitary mould as claimed in claim 1, its feature
It is, between described outer modular system (A), inner formwork system (B), is detachably provided with bone
Frame separates gauze (13), and it is rectangle frame structure that skeleton separates gauze (13), by four sections of rectangles
Framework (131) removably split constitute；It is internally provided with gauze (133) at rectangle frame,
Skeleton steel disc (132) it is enclosed with on gauze (133) edge；Described outer modular system (A)
All it is symmetrically arranged with cunning along being perpendicular to direction, ground on inwall, on the outer wall of inner formwork system (B)
Groove (6), skeleton separate gauze (13) by chute (6) be arranged on inner formwork system (B),
Between outer modular system (A).
9. fabricated shear wall model structure unitary mould as claimed in claim 1, its feature
It is, the outer wall of described inner formwork system (B) is detachably provided with hole shaped device
(19), hole shaped device (19) includes the rectangle being made up of four sections of bar magnets (191)
Structure, rectangular configuration is internally provided with bracing means (193), and bracing means (193) includes
The support bar laid in cross, the end of support bar is provided with support chip (194)；To reinforce
After device (193) is arranged on rectangular configuration inside, support chip (194) and bar magnet (191)
It is in close contact to play a supporting role；The width of described bar magnet (191) and interior module system
System (B), outer modular system (A) spacing identical, described rectangular configuration outer cover equipped with
Rubber ring (192).
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| CN201610445235.0A CN105965672B (en) | 2016-06-20 | 2016-06-20 | A kind of fabricated shear wall model structure unitary mould |
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| CN201610445235.0A CN105965672B (en) | 2016-06-20 | 2016-06-20 | A kind of fabricated shear wall model structure unitary mould |
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| CN105965672B CN105965672B (en) | 2018-04-17 |
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| CN106493837A (en) * | 2016-11-22 | 2017-03-15 | 西安建筑科技大学 | A kind of universal sideshields mould for preparing fabricated shear wall component |
| CN107891511A (en) * | 2017-12-14 | 2018-04-10 | 中国建筑第七工程局有限公司 | The prefabricated window mould that floats of separate type |
| CN110821150A (en) * | 2018-08-08 | 2020-02-21 | 李宜君 | House slip form forming device and forming method |
| CN113006481A (en) * | 2021-03-29 | 2021-06-22 | 新乡市达威智能门窗实用技术研究中心 | Magnetic suction type pouring template and pouring wall |
| CN117386031A (en) * | 2023-12-11 | 2024-01-12 | 山西省安装集团股份有限公司 | Construction device and construction process for heat preservation layer of refrigeration house |
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| CN110821150A (en) * | 2018-08-08 | 2020-02-21 | 李宜君 | House slip form forming device and forming method |
| CN113006481A (en) * | 2021-03-29 | 2021-06-22 | 新乡市达威智能门窗实用技术研究中心 | Magnetic suction type pouring template and pouring wall |
| CN117386031A (en) * | 2023-12-11 | 2024-01-12 | 山西省安装集团股份有限公司 | Construction device and construction process for heat preservation layer of refrigeration house |
| CN117386031B (en) * | 2023-12-11 | 2024-02-20 | 山西省安装集团股份有限公司 | Construction device and construction process for heat preservation layer of refrigeration house |
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|---|---|
| CN105965672B (en) | 2018-04-17 |
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Effective date of registration: 20210707 Address after: 710043 No. 5 happy South Road, Xincheng District, Shaanxi, Xi'an Patentee after: Xi'an Huaqing science and education industry (Group) Co.,Ltd. Address before: 710055 No. 13, Yanta Road, Shaanxi, Xi'an Patentee before: XIAN University OF ARCHITECTURE AND TECHNOLOG |
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