CN103741944B - Fixation kit, template system containing this fixation kit and body of wall casting method - Google Patents
Fixation kit, template system containing this fixation kit and body of wall casting method Download PDFInfo
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- CN103741944B CN103741944B CN201310714659.9A CN201310714659A CN103741944B CN 103741944 B CN103741944 B CN 103741944B CN 201310714659 A CN201310714659 A CN 201310714659A CN 103741944 B CN103741944 B CN 103741944B
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Abstract
The invention provides fixation kit, the template system containing this fixation kit and body of wall casting method, relate to the connector technical field of falsework structure or template.It is connected without fixing with lower floor metope sticking part for existing wall form bottom, the problem causing the rotten youngster in upper and lower layer metope junction.Fixation kit includes the locking part overlapping zygostyle and threadeding with it；The outer surface of set zygostyle is provided with external screw thread.In system, template assembly has inner side template and outboard template, is formed by first, second, and third template assembly；Split bolt connects medial and lateral template；First, the 3rd template is threaded on set zygostyle by locking part respectively, and fit male screw is connected on body of wall.Method: a, pour the m layer body of wall being fixed with the 3rd template；B, on m layer body of wall supporting m+1 layer wall form；C, pour the m+1 layer body of wall being fixed with the first template；D, repeat the above steps b, c, move in circles, until m+n layer body of wall.
Description
Technical field
The present invention relates to the connector technical field of falsework structure or template, particularly to a kind of concrete
The fixation kit of template, template system containing this fixation kit and utilize this template system to carry out body of wall to water
The method built.
Background technology
It is known that the concrete casting quality occurred in the bottom of cast-in-place vertical member (post, wall etc.) is asked
Topic, as honeycomb, space, dew muscle, New-old concrete connect batch leakiness etc., is often referred to as in construction site
" rotten youngster " phenomenon.It is vertical member (post, wall etc.) and horizontal member (beam, plate) because of this position again
Junction, is often referred to as " cross node ".From structure stress angle analysis, " cross node " is that transmission is hung down
Straight load and the key position of horizontal force, its concrete pouring quality can not be ignored.
Refer to Fig. 1, be formwork on floor 1 and lower-layer concrete metope 2 shown in figure, pour upper strata and mix
The structural representation sketch in solidifying cob wall face.Symmetrically arranged two pieces of templates 3 are strained by some split bolts 4 temporarily,
For making upper and lower layer concrete metope preferably be connected, it is to avoid faulting of slab ends phenomenon, often will be close to outdoor side (figure
Middle A side) the bottom of template 3 extend to lower-layer concrete metope 2, make template 3 bottom of A side with under
Layer concrete metope 2 has a sticking part B, and sticking part B is connected without fixing with lower-layer concrete metope 2,
It is difficult to avoid that the generation of spillage phenomenon；It is particularly acute, during practice of construction, due to upper strata coagulation
Cob wall face pours excessive height, causes template 3 bottom side pressure excessive, and during concrete vibrating,
The easy stress generation lateral displacement of A side template 3, causes the seam between A side template 3 and lower-layer concrete wall 2
Gap increases and running pulp occurs, and it is serious that upper and lower layer concrete metope junction produces " rotten youngster " phenomenon, shadow
Ring construction quality.
Summary of the invention
It is connected without fixing with lower floor metope sticking part for existing wall form bottom, causes upper and lower layer to mix
Solidifying junction, cob wall face " rotten youngster " problem that phenomenon is serious.It is an object of the invention to provide a kind of fixing group
Part, template system containing this fixation kit and utilize the body of wall casting method of this template system.Can strengthen
Template and the sealing effectiveness of surface of wall, and the anti-side pressure capability of template is strengthened, it is to avoid because of concrete
Vibrate and make bottom template, to occur spillage to cause body of wall intersection that rotten, the phenomenon such as seepage occur.
The technical solution adopted for the present invention to solve the technical problems is: fixation kit includes a set of zygostyle；With
And the locking part can being connected with described set zygostyle；The outer surface of described set zygostyle is provided with external screw thread.
Further, being provided with a hollow section in described set zygostyle, the inwall of described hollow section is provided with female thread,
The female thread of described hollow section is meshed with the external screw thread of described locking part.
Described set zygostyle is tapered or taper type.
Further, described hollow section is additionally provided with a drive division, and described drive division is near described fit
One end of the diameter flaring of post, described drive division is rectangular channel or hex shaped groove.
Additionally, present invention also offers the template system of a kind of described fixation kit, including some template assemblies,
Described template assembly has an inner side template and an outboard template, described inner side template and described outboard template
Formed by the first template being arranged in order, the second template and the 3rd template assembly；Some split bolts, are used for
Connect described inner side template and described second template；And some fixation kits, for by described first template
It is fixed on concrete wall with described 3rd template；The locking part of described fixation kit is by described first template
Being threaded in respectively on described set zygostyle with described 3rd template, described fit male screw is connected to described mixed
On solidifying cob wall body.
Further, between the level that described fixation kit arranges in described first template and described 3rd template
Away from for 500mm～600mm.
Present invention also offers a kind of body of wall casting method utilizing described template system, step is as follows:
Step a, the pouring of m layer body of wall: provide some sets described template system, by described fixation kit
One is arranged in described first template, and described fixation kit two is arranged in described 3rd template, described in supporting
Template system, described inner side template and described second template are fixing to constitute concrete by some split bolts
Die cavity one, makes the set zygostyle of described fixation kit one and described fixation kit two be respectively positioned on described concrete die cavity
In one, casting concrete prepares and connects the described m layer body of wall having floor, and the top of described 3rd template
Higher than slab surfaces on described m layer body of wall, after concrete hardening, pull down described inner side template, Yi Jisuo
Stating the first template and described second template, prepared upper end is fixed with the m layer body of wall of described 3rd template；
Step b, the template support of m+1 layer body of wall: be fixed with described the of described 3rd template in upper end
Carry out the supporting of described m+1 layer wall form system on m layer body of wall, described step a is pulled down described in
Second template and described first template is bottom-up is assembled in successively in described 3rd template, described fixation kit
One is arranged in described first template, and support template system, to form concrete die cavity two, makes described fixing group
The set zygostyle of part one is positioned at described concrete die cavity two；
Step c, pour m+1 layer body of wall: casting concrete prepares and connects the described m+1 layer having floor
Body of wall, and the top of described first template is higher than the floor upper surface on described m+1 layer body of wall, treats coagulation
Pull down described fixation kit the two, the 3rd template and the second template successively after soil hardening, prepare upper end fixing
State the described m+1 layer body of wall of the first template；
Step d, repeat the above steps b and c, along its axis continuous placing m+2 on m+1 layer body of wall
Layer body of wall, so moves in circles, until having poured m+n layer body of wall；
Wherein, m and n is the integer more than or equal to 1.
Further, after described step d, also include step e, block and remove described set on the described body of wall of each layer
The hole left over after zygostyle.
In described step a and step c, remove the set zygostyle of described fixation kit, be that spanner top is buckled in
The drive division of the described set zygostyle being embedded in advance in described body of wall, and turn described spanner and unload from described body of wall
Described set zygostyle.
It is preferred that the level interval of the described through hole in described first template and described 3rd template is 500m
M～600mm.
Effect of the invention is that:
One, the fixation kit of the present invention, for the end of template is temporarily fixed at body of wall, enhances mould
Sealing between plate end and body of wall so that template anti-side pressure capability strengthens, it is to avoid because of concrete vibrating
Make to occur bottom template spillage, prevent upper and lower body of wall intersection from rotten, the problem such as seepage occurring；Outside having
The set zygostyle of screw thread is embedded in body of wall, it is possible to increase the frictional force of set zygostyle and walls concrete so that mould
Fixing of plate end is the most firm；In order to realize the purpose that component recycles, set zygostyle can be by spanner from wall
Body screws and pulls down, easy to operate, it is to avoid the work artificially component cut from body of wall, improve work
Efficiency, and decrease the construction damage to body of wall alien invasion；It addition, the fixation kit of the present invention can repeat
Recycle, saved construction cost.
Two, the template system of the present invention, is additionally arranged fixation kit, template on the basis of existing template system
System is formed by the first template of bottom-up arrangement, the second template and the 3rd template assembly, is positioned at m layer
3rd template and first template of wall outer side template upper and lower end are temporarily fixed on body of wall by fixation kit respectively
Outer wall, after the hardening of m layer walls concrete, removes the first template and the second template and retains the 3rd template,
Then, on the basis of the 3rd template of m layer body of wall, the second template and the first template are installed successively with supporting
M+1 layer wall form, and carry out concreting, move in circles until having poured m+n layer body of wall,
The template system of the present invention, uses fixation kit to will be located in first template and the 3rd of upper and lower body of wall intersection
Template is temporarily fixed on body of wall outer wall by fixation kit, strengthens body of wall intersection template system and body of wall
Sealing effectiveness, it is to avoid many construction quality problems of causing because of spillage；Template and fixation kit dismounting thereof
Convenient, improve work efficiency, each component can be recycled, and has both saved construction cost, has improve again work
Cheng Zhiliang.
Three, the body of wall casting method of the present invention, when the template of supporting m layer body of wall, first by fixation kit
It is separately mounted in the first template and the 3rd template of outboard template, waters after whole template system installation
Building concrete, the set zygostyle that will be located in the first template and the 3rd template is cast in body of wall, treats that concrete reaches
Form removal after certain intensity, pulls down the first template of m layer wall outer side template and the second template and retains
3rd template of upper end, and the top of the 3rd template is higher than m floor plate upper surface；Then at m layer wall
Along body of wall axis direction, the second template and the first template are the most upwards installed in 3rd template of body, with supporting
The template of m+1 layer body of wall, form removal after m+1 layer walls concrete hardens, remove the of m layer body of wall
Three templates, and the second template of m+1 layer body of wall and retain the first template of m+1 layer body of wall, at this
On the basis of continue supporting and the concreting of m+2 layer wall form, so move in circles, at m+1
Along its axis continuous placing m+2 layer body of wall on layer body of wall ... until m+n layer body of wall.The body of wall of invention
Casting method, the first template and the 3rd template are temporarily fixed on upper and lower body of wall intersection by fixation kit,
Enhance the sealing effectiveness at upper and lower body of wall edge and outboard template, and make the anti-side pressure energy of outboard template
Power strengthens, it is to avoid makes to occur bottom outboard template spillage because of concrete vibrating, prevents body of wall intersection from occurring
Rotten, the problem such as seepage.It addition, the body of wall casting method of the present invention, utilize cast-in-place concrete by fixing group
The set zygostyle of part is embedded in body of wall, and after template has been fixed temporarily, the drive division screwing set zygostyle can side
Just it being pulled down from body of wall, simple to operation, efficiency of construction is high, and little to damage of wall, is ensureing
While outboard template and surface of wall excellent sealing, template and fixation kit recycled, and reduces
Construction cost.
Accompanying drawing explanation
Fig. 1 is the structural representation of external wall formwork in prior art；
Fig. 2 is the structural representation of fixation kit in the present invention；
Fig. 3～Fig. 7 is the structural representation of one embodiment of the invention.
Detailed description of the invention
The fixation kit present invention proposed below in conjunction with the drawings and specific embodiments, the mould containing this fixation kit
Plate system and body of wall casting method are described in further detail.According to following explanation and claims, this
Bright advantage and feature will be apparent from.It should be noted that, accompanying drawing all uses the form simplified very much and all uses
Non-ratio accurately, only in order to facilitate, to aid in illustrating lucidly the purpose of the embodiment of the present invention.For narration side
Just, described below " on ", the upper and lower direction of D score and accompanying drawing consistent, but this can not become the present invention
The restriction of technical scheme.
Embodiment one: combine Fig. 2 and the fixation kit 10 of the present invention is described, it includes a set of zygostyle 11, and
One locking part 12 can threadeded with set zygostyle 11.Locking part 12 is through the through hole whorl in template even
Being connected on set zygostyle 11, set zygostyle 11 is embedded in concrete wall surface in advance, and therefore, fixation kit 10 can be by
Template is temporarily fixed on concrete wall surface.
There is externally threaded set zygostyle 11 be embedded in body of wall, it is possible to increase set zygostyle 11 and coagulation in body of wall
The frictional force of soil so that template is the most firm with the connection of concrete wall surface.Because set zygostyle 11 is provided with external screw thread,
From body of wall convenient disassembly and can be recycled, save construction cost.
Being provided with a hollow section 13 in set zygostyle 11, the inwall of hollow section 13 is provided with female thread, hollow section 13
Female thread is meshed with the external screw thread of locking part 12.
It is also preferred that the left set zygostyle 11 is tapered or taper type, this structure is more convenient for screwing out mixed by set zygostyle 11
Solidifying cob wall face.
In order to realize the purpose that component recycles further, on hollow section 13 near set zygostyle 11 diameter gradually
The one end expanded is additionally provided with a drive division 14, and drive division 14 is rectangular channel or hex shaped groove.Wrench can block
Be buckled in drive division 14, by screw Wrench can by set zygostyle 11 pull down from concrete wall and
It is easy to reuse, simple to operation, decrease the work artificially cut from body of wall by component, improve
Work efficiency, and avoid the damage to body of wall alien invasion.The fixation kit 10 of the present invention is particularly suited for
Exempt from the engineering of plastering exterior wall.Fixation kit 10 is preferably made up of metal material.
Embodiment two: combine Fig. 2 and Fig. 3 and the template system of the present invention is described, it includes some set template group
Part 20, often set template assembly 20 has inner side template 21 and an outboard template 22, for convenience of template assembly
The spelling assembly and disassembly of 20, inner side template 21 and outboard template 22 are all by the first template of bottom-up arrangement
22a, the second template 22b and the 3rd template 22c are assembled, wherein, and the first template 22a and the 3rd template
22c is equivalently-sized.Second template 22b and inner side template 21 are connected by some split bolts 23, the first mould
Plate 22a is fixed on concrete wall by some fixation kit one 10', and the 3rd template 22c is by some fixing group
Part two 10'' is fixed on concrete wall, the set zygostyle of fixation kit one 10' and fixation kit two 10'' (11,
11') all it is threaded in concrete walls body.
Specifically, the locking part 12' of fixation kit one 10' passes the through hole 1 in the first template 22a, and
Being threaded in set zygostyle 11', similarly, the locking part 12'' of fixation kit two 10'' passes the 3rd template 22c
On through hole 2 25, and be threaded in set zygostyle 11'' in.
The level interval that fixation kit one 10' arranges in the first template 22a is 500mm～600mm, fixing
Assembly two 10'' arranging density in the 3rd template 22c is same.Both can guarantee that the close of body of wall and outboard template
Envelope, after conservative control set zygostyle (11,11') is removed again, the quantity of leaving voids, reduces closure quantities.
The template system of the present invention, is additionally arranged fixation kit 10 on the basis of existing template system, by first
Template 22a and the 3rd template 22c are temporarily fixed on the outer wall of concrete wall, strengthen upper and lower body of wall and cross
The sealing effectiveness of place template system and concrete wall, it is to avoid the many construction qualities caused because of spillage are asked
Topic；Template and fixation kit convenient disassembly thereof, can be recycled, and has both saved construction cost, has improve again
Construction quality.The template system of the present invention is particularly suited for aluminum alloy mould plate.
Embodiment three: combine Fig. 2 to Fig. 7 and illustrate to utilize the template system of the present invention to carry out the side that body of wall pours
Method, the present embodiment is as a example by the construction of external wall aluminum alloy mould plate, and the A side in accompanying drawing represents outdoor, tool
Body step is as follows:
A, the pouring of m layer body of wall: as shown in Figure 3, it is provided that some set template systems, wherein, Mei Yimo
Board component 20 includes that inner side template 21 and outboard template 22(are near A side), outboard template 22 is by under oneself
The first template 22a, the second template 22b and the 3rd template 22c that upwards arrange are assembled.In the first template
Being drilled with some through holes 1 on 22a, fixation kit one 10' is fixed on the first template 22a by through hole 1
On；Being drilled with some through holes 2 25 in the 3rd template 22c, fixation kit two 10'' is fixed by through hole 2 25
In the 3rd template 22c；Assembled outboard template 22 support template system to constitute concrete die cavity 1,
Wherein, inner side template 21 and the second template 22b are fixed by some split bolts 23, fixation kit one 10'
It is respectively positioned in concrete die cavity 1 with the set zygostyle of fixation kit two 10'' (11,11').To concrete-type
In chamber 1, casting concrete forms m layer body of wall, and waters build floor on m layer body of wall, makes the 3rd
Interior side form, higher than the upper surface of floor on m layer body of wall, is pulled down after concrete hardening in the top of template 22c
Plate 21, the first template 22a of outboard template 22 and the second template 22b, and fixation kit one 10', prepare
Upper end as shown in Figure 4 is fixed with the m layer body of wall 100 of the 3rd template 22c, and wherein, m is for being more than
In the integer of 1, when m is 1, body of wall 100 is base course wall.
B, the template support of m+1 layer body of wall: as it is shown in figure 5, be fixed with the 3rd template 22c in upper end
M layer body of wall 100 on carry out the supporting of m+1 layer wall form system, second step a pulled down
Template 22b and the first template 22a is bottom-up is assembled in successively in the 3rd template 22c, fixation kit one 10'
Still being arranged in the first template 22a, inner side template 21 and the second template 22b that step a is pulled down are passed through some
Split bolt 23 is fixed, and support template system, to form concrete die cavity 2 31, makes fixation kit one 10''s
Set zygostyle 11 ' is positioned at concrete die cavity 2 31；
C, pour m+1 layer body of wall: casting concrete in concrete die cavity 2 31, and water on cylinder
Build floor, and the top of the first template 22a is higher than the floor upper surface on m+1 layer body of wall, treats concrete
Pull down fixation kit two 10'', the 3rd template 22c and the second template 22b after hardening successively, prepare such as Fig. 6 institute
The upper end shown is fixed with the m+1 layer body of wall 200 of the first template 22a；
D, repeat the above steps b and c, as it is shown in fig. 7, on m+1 layer body of wall 200 along its axis even
Continuous pour m+2 layer body of wall 300 ..., so move in circles, until m+n layer body of wall (n is for being more than
Integer equal to 1)；
E, closure hole: as it is shown in fig. 7, after blocking and removing set zygostyle (11,11 ' etc.) on each layer body of wall
The hole left over, completes the construction of external wall.
In above-mentioned steps a, when removing the first template 22a, it it is the locking part first removing fixation kit one 10'
After 12' and the first template 22a, then, spanner top is buckled in the drive division of set zygostyle 11', and turns
Spanner unloads set zygostyle 11' from body of wall.Similarly, when removing three templates 22c in step c, also adopt
Unloading set zygostyle 11 ' from body of wall by identical method, here is omitted.
More preferably, it is advisable with symmetry in the position of reserved on the outboard template through hole for installing fixation kit.
When through hole level interval is excessive, outboard template is poor with body of wall outer wall sealing effectiveness, bottom outboard template easily
There is spillage phenomenon, and when through hole level interval is too small, body of wall alien invasion closure hole construction workload can increase
Greatly, and, use steel form or aluminum alloy mould plate construction, it is desirable to body of wall alien invasion exempts to plaster, and blocks hole
Too much also can affect the visual effect of facade.In the present embodiment, through hole level interval span is
500mm～600mm, both can guarantee that the sealing of body of wall alien invasion, had reduced again the quantities of closure hole.
As another embodiment, precast reinforced concrete structure is being used to build in the work progress of body of wall,
The present invention substitutes traditional through hole bolt, uses fixation kit to use as going along with sb. to guard him frame crab-bolt, can be effectively
Prevent the wall leakage problem caused because of precast reinforced concrete structure perforation.
The body of wall casting method of the present invention applies also for pouring of the shear wall between elevator and staircase and executes
Work, by the above-mentioned description to technical solution of the present invention, it will be apparent to a skilled person that elevator
Shear wall both sides between well and staircase are unsettled, use the present invention body of wall casting method, inner side template and
Outboard template all can be fixed by fixation kit, easy accessibility, it is not necessary to additionally increases the strong point, both can in case
Only the generation of bad root phenomenon, plays again the effect of interim fixed form.
The body of wall casting method of the present invention, when the template of supporting m layer body of wall, first by fixation kit respectively
It is arranged in the first template and the 3rd template of outboard template, treats that whole template system installation after-pouring mixes
Solidifying soil, the set zygostyle that will be located in the first template and the 3rd template is cast in body of wall, treats that concrete reaches one
Form removal after fixed intensity, pulls down the first template of m layer wall outer side template and the second template and retains upper end
The 3rd template, and the top of the 3rd template is higher than m floor plate upper surface；Then at m layer body of wall
Along body of wall axis direction, the second template and the first template are the most upwards installed in 3rd template, with supporting m+1
The template of layer body of wall, form removal after m+1 layer walls concrete hardens, remove the 3rd mould of m layer body of wall
Plate, and the second template of m+1 layer body of wall and retain the first template of m+1 layer body of wall, at this basis
The supporting of upper continuation m+2 layer wall form and concreting, so move in circles, at m+1 layer wall
Along its axis continuous placing m+2 layer body of wall on body ... until m+n layer body of wall.The body of wall of invention pours
Method, the first template and the 3rd template are temporarily fixed on upper and lower body of wall intersection by fixation kit, strengthen
The sealing effectiveness of upper and lower body of wall edge and outboard template, and the anti-side pressure capability of outboard template increased
By force, it is to avoid make because of concrete vibrating bottom outboard template occur spillage, prevent body of wall intersection occur rotten,
The problems such as seepage.It addition, the body of wall casting method of the present invention, utilize cast-in-place concrete by the set of fixation kit
Zygostyle is embedded in body of wall, after template has been fixed temporarily, screw set zygostyle drive division can easily by
It is pulled down from body of wall, simple to operation, and efficiency of construction is high, and little to damage of wall, ensure that outside
While template and surface of wall excellent sealing, template and fixation kit are recycled, and reduce construction
Cost.
Foregoing description is only the description to present pre-ferred embodiments, not any restriction to the scope of the invention,
Any change that the those of ordinary skill in field of the present invention does according to the disclosure above content, modification, belong to power
The protection domain of profit claim.
Claims (6)
1. the template system containing fixation kit, it is characterised in that including:
Some template assemblies, described template assembly has an inner side template and an outboard template, described interior side form
Plate and described outboard template are to be formed by the first template being arranged in order, the second template and the 3rd template assembly；
Some split bolts, are used for connecting described inner side template and described second template；
And some fixation kits, for described first template and described 3rd template are fixed on concrete walls
On body；Described fixation kit includes a set of zygostyle, and a locking part can being connected with described set zygostyle；
The outer surface of described set zygostyle is provided with external screw thread；A hollow section it is provided with in described set zygostyle, described hollow section
Inwall is provided with female thread, and the female thread of described hollow section is meshed with the external screw thread of described locking part；In described
It is additionally provided with a drive division in dead band, and described drive division is near one end of the diameter flaring of described set zygostyle, institute
Stating drive division is rectangular channel or hex shaped groove；
Described first template and described 3rd template are threaded in institute by the locking part of described fixation kit respectively
Stating on set zygostyle, described fit male screw is connected on described concrete wall.
Template system the most according to claim 1, it is characterised in that: described fixation kit is at described first mould
On plate and described 3rd template, the level interval of arrangement is 500mm～600mm.
3. utilizing the body of wall casting method of template system as claimed in claim 1 or 2, step is as follows:
Step a, the pouring of m layer body of wall: provide some sets described template system, by described fixation kit
One is arranged in described first template, and described fixation kit two is arranged in described 3rd template, described in supporting
Template system, described inner side template and described second template are fixing to constitute concrete by some split bolts
Die cavity one, makes the set zygostyle of described fixation kit one and described fixation kit two be respectively positioned on described concrete die cavity
In one, casting concrete prepares and connects the described m layer body of wall having floor, and the top of described 3rd template
Higher than slab surfaces on described m layer body of wall, after concrete hardening, pull down described inner side template, Yi Jisuo
Stating the first template and described second template, prepared upper end is fixed with the m layer body of wall of described 3rd template；
Step b, the template support of m+1 layer body of wall: be fixed with described the of described 3rd template in upper end
Carry out the supporting of described m+1 layer wall form system on m layer body of wall, described step a is pulled down described in
Second template and described first template is bottom-up is assembled in successively in described 3rd template, described fixation kit
One is arranged in described first template, and support template system, to form concrete die cavity two, makes described fixing group
The set zygostyle of part one is positioned at described concrete die cavity two；
Step c, pour m+1 layer body of wall: casting concrete prepares and connects the described m+1 layer having floor
Body of wall, and the top of described first template is higher than the floor upper surface on described m+1 layer body of wall, treats coagulation
Pull down described fixation kit the two, the 3rd template and the second template successively after soil hardening, prepare upper end fixing
State the described m+1 layer body of wall of the first template；
Step d, repeat the above steps b and c, along its axis continuous placing m+2 on m+1 layer body of wall
Layer body of wall, so moves in circles, until having poured m+n layer body of wall；
Wherein, m and n is the integer more than or equal to 1.
Body of wall casting method the most according to claim 3, it is characterised in that: also include one after described step d
Step e, blocks the hole left over after removing described set zygostyle on the described body of wall of each layer.
5. according to the body of wall casting method described in claim 3 or 4, it is characterised in that: described step a and step
In c, remove the set zygostyle of described fixation kit, be that spanner top is buckled in the pre-institute being embedded in described body of wall
State the drive division of set zygostyle, and turn described spanner from described body of wall, unload described set zygostyle.
6. according to the body of wall casting method described in claim 3 or 4, it is characterised in that: described first template and institute
The level interval stating the described through hole in the 3rd template is 500mm～600mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310714659.9A CN103741944B (en) | 2013-12-23 | 2013-12-23 | Fixation kit, template system containing this fixation kit and body of wall casting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310714659.9A CN103741944B (en) | 2013-12-23 | 2013-12-23 | Fixation kit, template system containing this fixation kit and body of wall casting method |
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| CN103741944A CN103741944A (en) | 2014-04-23 |
| CN103741944B true CN103741944B (en) | 2016-11-23 |
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| CN106401172B (en) * | 2016-11-11 | 2019-08-02 | 邯郸永大模板紧固科技发展有限公司 | Exempt from plastering typified form component, exempt from plaster typified form component application method and construction method |
| CN107558731A (en) * | 2017-09-29 | 2018-01-09 | 上海宝冶集团有限公司 | Beams of concrete side template it is non-to pull-type screw bolt reinforcing structure and construction method |
| CN109610825A (en) * | 2018-11-30 | 2019-04-12 | 中国二冶集团有限公司 | Formwork edge joint leakproof paste-making method |
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| CN103741944A (en) | 2014-04-23 |
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