CN103741944A - Fixation assembly, template system comprising fixation assembly and wall pouring method - Google Patents
Fixation assembly, template system comprising fixation assembly and wall pouring method Download PDFInfo
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- CN103741944A CN103741944A CN201310714659.9A CN201310714659A CN103741944A CN 103741944 A CN103741944 A CN 103741944A CN 201310714659 A CN201310714659 A CN 201310714659A CN 103741944 A CN103741944 A CN 103741944A
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Abstract
The invention provides a fixation assembly, a template system comprising a fixation assembly and a wall pouring method, relates to the technical field of the falsework structure or the template connecting pieces, and aims at solving the problem of foot rot at the joint of upper and lower layers of wall surfaces due to no fixed connection between the bottom end of the existing wall template and the fit part of the lower layer of wall surface. The fixation assembly comprises a sleeving column and a locking element in threaded connection with the sleeving column, wherein external threads are formed on the outer surface of the sleeving column. A template assembly of the system comprises an inner side template and an outer side template, and each of the inner side template and the outer side template is assembled from a first template, a second template and a third template; the inner side template and the outer side template are connected by a split bolt; the first and third templates are in threaded connection with the sleeving column by the locking element, respectively, and the sleeving column is in threaded connection to the wall. The wall pouring method comprises the steps of a, poring the mth layer of wall where the third template is fixed, b, supporting the (m+1)th layer of wall template on the mth layer of wall, c, pouring the (m+1)th layer of wall where the first template is fixed, and d, repeating the steps b and c, and circulating until the (m+n)th layer of wall.
Description
Technical field
The present invention relates to the connector technical field that falsework structure or template are used, particularly a kind of fixation kit of concrete blinding, the template system that contains this fixation kit and utilize this template system to carry out the method that body of wall is built.
Background technology
As everyone knows, the pouring concrete quality problems that occur in the bottom of cast-in-place vertical member (post, wall etc.), as honeycomb, space, dew muscle, New-old concrete connect batch leakiness etc., are often referred to as " rotten youngster " phenomenon in building site.Because this position is vertical member (post, wall etc.) and horizontal member (beam, plate) junction, be often referred to as " cross node " again.From structure stress angle analysis, " cross node " is the key position that transmits vertical load and horizontal force, and its concrete pouring quality can not be ignored.
Please refer to Fig. 1, is formwork on floor 1 and lower-layer concrete metope 2 shown in figure, builds the structural representation sketch of upper strata concrete wall surface.Symmetrically arranged two templates 3 are strained by some split bolts 4 temporarily, for upper and lower layer concrete metope is connected better, avoid faulting of slab ends phenomenon, often will to lower-layer concrete metope 2, extend near the bottom of the template 3 of an outdoor side (A side in figure), make template 3 bottoms and the lower-layer concrete metope 2 of A side there is a sticking part B, and sticking part B is fixedly connected with lower-layer concrete metope 2 nothings, be difficult to avoid the generation of spillage phenomenon; Particularly serious is, in practice of construction process, because upper strata concrete wall surface is built excessive height, cause template 3 bottom side pressure excessive, and in concrete vibrating process, the easy stressed generation lateral displacement of A side template 3, causes the gap between A side template 3 and lower-layer concrete wall 2 to increase and generation running pulp, it is serious that upper and lower layer concrete metope junction produces " rotten youngster " phenomenon, affected workmanship.
Summary of the invention
For existing wall form bottom with lower floor metope sticking part without being fixedly connected with, cause upper and lower layer concrete metope junction " rotten youngster " problem that phenomenon is serious.The object of this invention is to provide a kind of fixation kit, containing the template system of this fixation kit and the body of wall casting method that utilizes this template system.Can strengthen the sealing effectiveness of template and surface of wall, and the lateral pressure resistant power ability of template is strengthened, avoid causing the phenomenons such as rotten of body of wall intersection generation, seepage because concrete vibrating makes template bottom that spillage occur.
The technical solution adopted for the present invention to solve the technical problems is: fixation kit comprises a set of zygostyle; And the locking part that can be connected with described cover zygostyle; The external surface of described cover zygostyle is provided with external screw thread.
Further, in described cover zygostyle, be provided with a hollow section, the inwall of described hollow section is provided with internal thread, and the internal thread of described hollow section is meshed with the external screw thread of described locking part.
Tapered or the taper type of described cover zygostyle.
Further, be also provided with a drive division on described hollow section, and described drive division is near one end of the diameter flaring of described cover zygostyle, described drive division is rectangular channel or hex shaped groove.
In addition, the present invention also provides a kind of template system of described fixation kit, comprise some template assemblies, described template assembly has an inner side template and an outboard template, and described inner side template 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, for connecting described inner side template and described the second template; And some fixation kits, for described the first template and described the 3rd template are fixed on to concrete wall; The locking part of described fixation kit is threaded in described the first template and described the 3rd template respectively on described cover zygostyle, and described fit male screw is connected on described concrete wall.
Further, the level interval that described fixation kit is arranged in described the first template and described the 3rd template is 500mm～600mm.
The present invention also provides a kind of body of wall casting method that utilizes described template system, and step is as follows:
Step a, building of m layer body of wall: provide some covers described template system, described fixation kit one is arranged in described the first template, described fixation kit two is arranged in described the 3rd template, template system described in supporting, described inner side template and described the second template are fixing to form concrete die cavity one by some split bolts, make the cover zygostyle of described fixation kit one and described fixation kit two all be positioned at described concrete die cavity one, concreting makes the described m layer body of wall that is connected with floor, and the top of described the 3rd template is higher than slab surfaces on described m layer body of wall, after hardening of concrete, pull down described inner side template, and described the first template and described the second template, make the m layer body of wall that upper end is fixed with described the 3rd template,
The template support of step b, m+1 layer body of wall: be fixed with the supporting of carrying out described m+1 layer wall form system on the described m layer body of wall of described the 3rd template in upper end, described the second template that described step a is pulled down and described the first template are bottom-up to be assembled in described the 3rd template successively, described fixation kit one is arranged in described the first template, support template system, to form concrete die cavity two, makes the cover zygostyle of described fixation kit one be positioned at described concrete die cavity two;
Step c, build m+1 layer body of wall: concreting makes the described m+1 layer body of wall that is connected with floor, and the top of described the first template is higher than the floor upper surface on described m+1 layer body of wall, after hardening of concrete, pull down successively described fixation kit the two, the 3rd template and the second template, make the described m+1 layer body of wall that upper end is fixed with described the first template;
Steps d, repetition above-mentioned steps b and c along its axis continuous placing m+2 layer body of wall, so move in circles, until built m+n layer body of wall on m+1 layer body of wall;
Wherein, m and n are more than or equal to 1 integer.
Further, after described steps d, also comprise a step e, on each layer of described body of wall of shutoff, remove the hole of leaving over after described cover zygostyle.
In described step a and step c, removing the cover zygostyle of described fixation kit, is that spanner top is buckled in to the drive division that is embedded in advance the described cover zygostyle in described body of wall, and turns described spanner and unload described cover zygostyle from described body of wall.
Preferably, the level interval of the described through hole in described the first template and described the 3rd template is 500mm～600mm.
Effect of the present invention is:
One, fixation kit of the present invention, for the end of template is temporarily fixed to body of wall, strengthened the sealing between template end and body of wall, template lateral pressure resistant power ability is strengthened, avoid, because concrete vibrating makes template bottom, spillage occurs, prevent that upper and lower body of wall intersection from the problems such as rotten, seepage occurring; There is externally threaded cover zygostyle and be embedded in body of wall, can increase the frictional force of cover zygostyle and walls concrete, make the fixing more firm of template end; The object recycling in order to realize member, cover zygostyle can be screwed and pull down by spanner from body of wall, easy to operate, avoids the artificial work that member is cut from body of wall, has improved operating efficiency, and has reduced the damage of construction to the outer facade of body of wall; In addition, fixation kit of the present invention can repetitive cycling utilization, has saved construction cost.
Two, template system of the present invention, on the basis of existing template system, set up fixation kit, template system is by the first template of bottom-up arrangement, the second template and the 3rd template assembly form, be positioned in m layer wall outer side template, the 3rd template and first template of lower end are temporarily fixed on body of wall outer wall by fixation kit respectively, after the sclerosis of m layer walls concrete, remove the first template and the second template and retain the 3rd template, then, the second template and the first template are installed successively on the basis of the 3rd template of m layer body of wall with supporting m+1 layer wall form, and carry out concreting, move in circles until built m+n layer body of wall, template system of the present invention, adopt fixation kit to be positioned at, the first template and the 3rd template of lower body of wall intersection are temporarily fixed on body of wall outer wall by fixation kit, strengthened the sealing effectiveness of body of wall intersection template system and body of wall, the many construction quality problems that cause because of spillage have been avoided, template and fixation kit easy accessibility thereof, improved operating efficiency, and each member can be recycled, and both saved construction cost, improved again workmanship.
Three, body of wall casting method of the present invention, when the template of supporting m layer body of wall, first fixation kit is arranged on respectively in first template and the 3rd template of outboard template, treat whole template system installation after-pouring concrete, the cover zygostyle being positioned in the first template and the 3rd template is cast in to body of wall, form removal after concrete reaches certain intensity, pull down the first template of m layer wall outer side template and the second template and retain the 3rd template of upper end, and the top of the 3rd template is higher than m floor plate upper surface; Then in the 3rd template of m layer body of wall, along body of wall axis direction, the second template and the first template are upwards installed in turn, template with supporting m+1 layer body of wall, form removal after the sclerosis of m+1 layer walls concrete, remove the 3rd template of m layer body of wall, and the second template of m+1 layer body of wall and retain the first template of m+1 layer body of wall, continue on this basis supporting and the concreting of m+2 layer wall form, so move in circles, on m+1 layer body of wall along its axis continuous placing m+2 layer body of wall ... until m+n layer body of wall.The body of wall casting method of invention, the first template and the 3rd template are temporarily fixed on upper and lower body of wall intersection by fixation kit, strengthened the sealing effectiveness of upper and lower body of wall edge and outboard template, and the lateral pressure resistant power ability of outboard template is strengthened, avoid, because concrete vibrating makes outboard template bottom, spillage occurs, prevent the problems such as rotten of body of wall intersection generation, seepage.In addition, body of wall casting method of the present invention, utilize cast-in-situ concrete that the cover zygostyle of fixation kit is embedded in body of wall, template is temporary fixed complete after, screw cover zygostyle drive division can easily it be pulled down from body of wall, simple to operation, efficiency of construction is high, and little to damage of wall, when having guaranteed outboard template and surface of wall excellent sealing, template and fixation kit are recycled, and have reduced 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.
The specific embodiment
Fixation kit the present invention being proposed below in conjunction with the drawings and specific embodiments, containing template system and the body of wall casting method of this fixation kit, be described in further detail.According to the following describes and claims, advantages and features of the invention will be clearer.It should be noted that, accompanying drawing all adopts very the form of simplifying and all uses non-ratio accurately, only in order to convenient, the object of the aid illustration embodiment of the present invention lucidly.For sake of convenience, hereinafter described " on ", D score is consistent with the upper and lower direction of accompanying drawing, but this can not become the restriction of technical solution of the present invention.
Embodiment mono-: in conjunction with Fig. 2, fixation kit 10 of the present invention is described, it comprises a set of zygostyle 11, and a locking part 12 that can be threaded with cover zygostyle 11.Locking part 12 is connected on cover zygostyle 11 through the through hole whorl in template, and cover zygostyle 11 is embedded in concrete wall surface in advance, and therefore, fixation kit 10 can be temporarily fixed on template on concrete wall surface.
There is externally threaded cover zygostyle 11 and be embedded in body of wall, can increase the frictional force of cover zygostyle 11 and body of wall inner concrete, make template more firm with being connected of concrete wall surface.Because cover zygostyle 11 is provided with external screw thread, from body of wall convenient disassembly and can be recycled, saved construction cost.
In cover zygostyle 11, be provided with a hollow section 13, the inwall of hollow section 13 is provided with internal thread, and the internal thread of hollow section 13 is meshed with the external screw thread of locking part 12.
Preferably, the tapered or taper type of cover zygostyle 11, this structure is more convenient for cover zygostyle 11 back-out concrete wall surfaces.
The object recycling in order further to realize member, the one end near cover zygostyle 11 diameter flarings on hollow section 13 is also provided with a drive division 14, and drive division 14 is rectangular channel or hex shaped groove.Wrench can be buckled in drive division 14, by screwing Wrench, cover zygostyle 11 can be pulled down and is convenient to reuse from concrete wall, simple to operation, reduced the work artificially member being cut from body of wall, improve operating efficiency, and avoided the damage to the outer facade of body of wall.Fixation kit 10 of the present invention is particularly useful for exempting from the engineering of plastering exterior wall.Fixation kit 10 is preferably made by metal material.
Embodiment bis-: in conjunction with Fig. 2 and Fig. 3, template system of the present invention is described, it comprises some cover template assemblies 20, every cover template assembly 20 has an inner side template 21 and an outboard template 22, for convenience of the assembled of template assembly 20 and dismounting, inner side template 21 and outboard template 22 are all assembled by the first template 22a of bottom-up arrangement, the second template 22b and the 3rd template 22c, wherein, the first template 22a and the 3rd template 22c are measure-alike.The second template 22b is connected by some split bolts 23 with inner side template 21, the first template 22a is fixed on concrete wall by some fixation kit one 10', the 3rd template 22c is fixed on concrete wall by some fixation kit two 10'', and the cover zygostyle of fixation kit one 10' and fixation kit two 10'' (11,11') is all threaded in concrete wall.
Particularly, the locking part 12' of fixation kit one 10' passes the through hole 1 on the first template 22a, and is threaded in cover zygostyle 11', similarly, the locking part 12'' of fixation kit two 10'' passes the through hole 2 25 on the 3rd template 22c, and is threaded in cover zygostyle 11''.
The level interval that fixation kit one 10' arranges on the first template 22a is 500mm～600mm, and fixation kit two 10'' arranging density on the 3rd template 22c is identical with it.Can guarantee the sealing of body of wall and outboard template, rationally control again the quantity of leaving over hole after cover zygostyle (11,11') is removed, reduce shutoff engineering quantity.
Template system of the present invention, on the basis of existing template system, set up fixation kit 10, the first template 22a and the 3rd template 22c are temporarily fixed on to the outer wall of concrete wall, strengthen the sealing effectiveness of upper and lower body of wall intersection's template system and concrete wall, avoided the many construction quality problems that cause because of spillage; Template and fixation kit convenient disassembly thereof, can be recycled, and both saved construction cost, improved again workmanship.Template system of the present invention is particularly useful for aluminum alloy mould plate.
Embodiment tri-: in conjunction with Fig. 2 to Fig. 7 explanation, utilize template system of the present invention to carry out the method that body of wall is built, it is example that the present embodiment be take the construction of external wall aluminum alloy mould plate, and the A side in accompanying drawing represents outdoor, and concrete steps are as follows:
Building of a, m layer body of wall: as shown in Figure 3, some cover template systems are provided, wherein, each template assembly 20 comprises that inner side template 21 and outboard template 22(are near A side), outboard template 22 is assembled by the first template 22a of bottom-up arrangement, the second template 22b and the 3rd template 22c.On the first template 22a, be drilled with some through holes 1, fixation kit one 10' is fixed on the first template 22a by through hole 1; On the 3rd template 22c, be drilled with some through holes 2 25, fixation kit two 10'' are fixed on the 3rd template 22c by through hole 2 25; Assembled outboard template 22 support template system are to form concrete die cavity 1, wherein, inner side template 21 and the second template 22b are fixing by some split bolts 23, and the cover zygostyle of fixation kit one 10' and fixation kit two 10'' (11,11') is all positioned at concrete die cavity 1.To the interior concreting of concrete die cavity 1, form m layer body of wall, and water build floor on m layer body of wall, make the top of the 3rd template 22c higher than the upper surface of floor on m layer body of wall, after hardening of concrete, pull down the first template 22a and the second template 22b of inner side template 21, outboard template 22, and fixation kit one 10', make the m layer body of wall 100 that upper end is as shown in Figure 4 fixed with the 3rd template 22c, wherein, m is more than or equal to 1 integer, when m is 1, body of wall 100 is base course wall.
B, the template support of m+1 layer body of wall: as shown in Figure 5, in upper end, be fixed with the supporting of carrying out m+1 layer wall form system on the m layer body of wall 100 of the 3rd template 22c, the second template 22b that step a is pulled down and the first template 22a are bottom-up to be assembled on the 3rd template 22c successively, fixation kit one 10' is still arranged on the first template 22a, the inner side template 21 that step a pulls down and the second template 22b are fixing by some split bolts 23, support template system is to form concrete die cavity 2 31, make the cover zygostyle 11 of fixation kit one 10' ' be positioned at concrete die cavity 2 31,
C, build m+1 layer body of wall: to the interior concreting of concrete die cavity 2 31, and on cylinder, water build floor, and the top of the first template 22a is higher than the floor upper surface on m+1 layer body of wall, after hardening of concrete, pull down successively fixation kit two 10'', the 3rd template 22c and the second template 22b, make the m+1 layer body of wall 200 that upper end is as shown in Figure 6 fixed with the first template 22a;
D, repeat above-mentioned steps b and c, as shown in Figure 7, on m+1 layer body of wall 200 along its axis continuous placing m+2 layer body of wall 300 ..., so move in circles, until m+n layer body of wall (n is more than or equal to 1 integer);
E, shutoff hole: as shown in Figure 7, on each layer of body of wall of shutoff, remove the hole of leaving over after cover zygostyle (11,11 ' etc.), complete the construction of external wall.
In above-mentioned steps a, when removing the first template 22a, be first remove the locking part 12' and the first template 22a of fixation kit one 10' after, then, spanner top is buckled in to the drive division of cover zygostyle 11', and turns spanner and unload cover zygostyle 11' from body of wall.Similarly, while removing the 3rd template 22c in step c, also adopt identical method from body of wall unload cover zygostyle 11 ', repeat no more herein.
Better, reserved being advisable with symmetry for the position of the through hole of fixation kit is installed on outboard template.When through hole level interval is excessive, outboard template and body of wall outer wall sealing effectiveness are poor, easily there is spillage phenomenon in outboard template bottom, and through hole level interval is when too small, the outer facade shutoff hole construction working amount of body of wall can increase, and, adopt steel form or aluminum alloy mould plate construction, require the outer facade of body of wall to exempt to plaster, shutoff hole too much also can affect the visual effect of facade.In the present embodiment, through hole level interval span is 500mm～600mm, can guarantee the sealing of the outer facade of body of wall, has reduced again the engineering quantity of shutoff hole.
As another embodiment, adopting precast reinforced concrete construction to build in the work progress of body of wall, the present invention substitutes traditional through hole bolt, use fixation kit to use as going along with sb. to guard him frame crab-bolt, can effectively prevent the wall leakage problem causing because of precast reinforced concrete construction perforation.
Body of wall casting method of the present invention is also applicable to the pouring construction of the shear wall between elevator shaft and staircase, by the above-mentioned description to technical solution of the present invention, those skilled in the art should be understood that, shear wall both sides between elevator shaft and staircase are unsettled, adopt body of wall casting method of the present invention, inner side template and outboard template all can be fixed by fixation kit, easy accessibility, without increasing in addition the strong point, both can prevent the generation of bad root phenomenon, play again the effect of temporary fixed template.
Body of wall casting method of the present invention, when the template of supporting m layer body of wall, first fixation kit is arranged on respectively in first template and the 3rd template of outboard template, treat whole template system installation after-pouring concrete, the cover zygostyle being positioned in the first template and the 3rd template is cast in to body of wall, form removal after concrete reaches certain intensity, pull down the first template of m layer wall outer side template and the second template and retain the 3rd template of upper end, and the top of the 3rd template is higher than m floor plate upper surface; Then in the 3rd template of m layer body of wall, along body of wall axis direction, the second template and the first template are upwards installed in turn, template with supporting m+1 layer body of wall, form removal after the sclerosis of m+1 layer walls concrete, remove the 3rd template of m layer body of wall, and the second template of m+1 layer body of wall and retain the first template of m+1 layer body of wall, continue on this basis supporting and the concreting of m+2 layer wall form, so move in circles, on m+1 layer body of wall along its axis continuous placing m+2 layer body of wall ... until m+n layer body of wall.The body of wall casting method of invention, the first template and the 3rd template are temporarily fixed on upper and lower body of wall intersection by fixation kit, strengthened the sealing effectiveness of upper and lower body of wall edge and outboard template, and the lateral pressure resistant power ability of outboard template is strengthened, avoid, because concrete vibrating makes outboard template bottom, spillage occurs, prevent the problems such as rotten of body of wall intersection generation, seepage.In addition, body of wall casting method of the present invention, utilize cast-in-situ concrete that the cover zygostyle of fixation kit is embedded in body of wall, template is temporary fixed complete after, screw cover zygostyle drive division can easily it be pulled down from body of wall, simple to operation, efficiency of construction is high, and little to damage of wall, when having guaranteed outboard template and surface of wall excellent sealing, template and fixation kit are recycled, and have reduced construction cost.
Foregoing description is only the description to preferred embodiment of the present invention, the not any restriction to the scope of the invention, and any change, modification that the those of ordinary skill in field of the present invention is done according to above-mentioned disclosure, all belong to the protection domain of claims.
Claims (10)
1. a fixation kit, is characterized in that, comprising:
A set of zygostyle; And
One locking part that can be connected with described cover zygostyle;
The external surface of described cover zygostyle is provided with external screw thread.
2. fixation kit according to claim 1, is characterized in that: in described cover zygostyle, be provided with a hollow section, the inwall of described hollow section is provided with internal thread, and the internal thread of described hollow section is meshed with the external screw thread of described locking part.
3. fixation kit according to claim 2, is characterized in that: the tapered or taper type of described cover zygostyle.
4. fixation kit according to claim 3, is characterized in that: on described hollow section, be also provided with a drive division, and described drive division is near one end of the diameter flaring of described cover zygostyle, described drive division is rectangular channel or hex shaped groove.
5. a template system that contains fixation kit described in claim 1 to 4 any one, is characterized in that, comprising:
Some template assemblies, described template assembly has an inner side template and an outboard template, and described inner side template 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, for connecting described inner side template and described the second template;
And some fixation kits, for described the first template and described the 3rd template are fixed on to concrete wall;
The locking part of described fixation kit is threaded in described the first template and described the 3rd template respectively on described cover zygostyle, and described fit male screw is connected on described concrete wall.
6. template system according to claim 5, is characterized in that: the level interval that described fixation kit is arranged in described the first template and described the 3rd template is 500mm～600mm.
7. utilize the body of wall casting method of template system as described in claim 5 or 6, step is as follows:
Step a, building of m layer body of wall: provide some covers described template system, described fixation kit one is arranged in described the first template, described fixation kit two is arranged in described the 3rd template, template system described in supporting, described inner side template and described the second template are fixing to form concrete die cavity one by some split bolts, make the cover zygostyle of described fixation kit one and described fixation kit two all be positioned at described concrete die cavity one, concreting makes the described m layer body of wall that is connected with floor, and the top of described the 3rd template is higher than slab surfaces on described m layer body of wall, after hardening of concrete, pull down described inner side template, and described the first template and described the second template, make the m layer body of wall that upper end is fixed with described the 3rd template,
The template support of step b, m+1 layer body of wall: be fixed with the supporting of carrying out described m+1 layer wall form system on the described m layer body of wall of described the 3rd template in upper end, described the second template that described step a is pulled down and described the first template are bottom-up to be assembled in described the 3rd template successively, described fixation kit one is arranged in described the first template, support template system, to form concrete die cavity two, makes the cover zygostyle of described fixation kit one be positioned at described concrete die cavity two;
Step c, build m+1 layer body of wall: concreting makes the described m+1 layer body of wall that is connected with floor, and the top of described the first template is higher than the floor upper surface on described m+1 layer body of wall, after hardening of concrete, pull down successively described fixation kit the two, the 3rd template and the second template, make the described m+1 layer body of wall that upper end is fixed with described the first template;
Steps d, repetition above-mentioned steps b and c along its axis continuous placing m+2 layer body of wall, so move in circles, until built m+n layer body of wall on m+1 layer body of wall;
Wherein, m and n are more than or equal to 1 integer.
8. body of wall casting method according to claim 7, is characterized in that: after described steps d, also comprise a step e, on each layer of described body of wall of shutoff, remove the hole of leaving over after described cover zygostyle.
9. according to the body of wall casting method described in claim 7 or 8, it is characterized in that: in described step a and step c, remove the cover zygostyle of described fixation kit, be that spanner top is buckled in to the drive division that is embedded in advance the described cover zygostyle in described body of wall, and turn described spanner and unload described cover zygostyle from described body of wall.
10. according to the body of wall casting method described in claim 7 or 8, it is characterized in that: the level interval of the described through hole in described the first template and described the 3rd template is 500mm～600mm.
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| 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 |
| CN110284712A (en) * | 2019-06-28 | 2019-09-27 | 山西四建集团有限公司 | A batch control method is connect in the pre-buried cup formula taper sheath progress template of having enough to meet the need of concrete structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106401172A (en) * | 2016-11-11 | 2017-02-15 | 邯郸永大模板紧固科技发展有限公司 | Non-plastering shaping die plate assembly and use method and construction method of non-plastering shaping die plate assembly |
| 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 |
| CN110284712A (en) * | 2019-06-28 | 2019-09-27 | 山西四建集团有限公司 | A batch control method is connect in the pre-buried cup formula taper sheath progress template of having enough to meet the need of concrete structure |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103741944B (en) | 2016-11-23 |
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