CN102704684A - Construction method for high-strength shaping combined template of plank frame of shear wall - Google Patents
Construction method for high-strength shaping combined template of plank frame of shear wall Download PDFInfo
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- CN102704684A CN102704684A CN2012102072359A CN201210207235A CN102704684A CN 102704684 A CN102704684 A CN 102704684A CN 2012102072359 A CN2012102072359 A CN 2012102072359A CN 201210207235 A CN201210207235 A CN 201210207235A CN 102704684 A CN102704684 A CN 102704684A
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Abstract
The invention discloses a construction method for a shaping combined template of a plank frame of a shear wall, which comprises the following steps: 1) designing and arranging a template; 2) measuring and releasing a line; 3) preparing mounting; 4) mounting a shaping template; and 5) removing a mould, cleaning and stacking. According to the invention, the shaping combined template is used for constructing and a horizontal keel is used for reinforcing the template, so that the deviation of the cross section of concrete is reduced, the construction quality of the concrete and the appearance quality of the concrete are increased, the loss of materials is reduced, the labor intensity is reduced and the cost is saved.
Description
Technical field
The present invention relates to the technical field of building operations, refer to the high-strength typing gang form of a kind of shear wall wooden frame job practices especially.
Background technology
The cast-in-situ steel reinforced concrete shear wall structure is the primary structure pattern of current highrise building, and along with improving constantly of social building operations level, it is more prevalent that the designing requirement shear wall structure reaches the clear-water concrete standard.The construction great majority of reinforced concrete shear wall still adopt the normal wood template to construct at present, and every layer of construction all need weigh neoallotype, not only causes waste of material; The number of turnover of template is few; And labour intensity is big, inefficiency, will increase man-hour, increases cost.
In addition, present job practices, the floor transition position is prone to faulting of slab ends; And the splicing imprecision of template; Especially concrete corner and thin portion structure are not meticulous, and the concreting cross section is prone to deviation, so workmanship and Surface Quality of Concrete all are difficult for assurance.
Summary of the invention
Technical problem to be solved by this invention is to provide the high-strength typing gang form of a kind of shear wall wooden frame job practices; Adopt the combination typified form to carry out the construction of shear wall; Can reduce concrete cross section deviation; And can improve concrete construction quality and Surface Quality of Concrete, but material reduces the wastage, reduces labour intensity simultaneously, practice thrift cost.
For solving the problems of the technologies described above, technical solution of the present invention is:
A kind of job practices of shear wall wooden frame typing gang form comprises the steps:
One, stencil design and configuration: adopt typified form, and reinforce through keel;
1) design
A, according to the typified form of construction drawing design different size, confirm use location, the size of non-standard template, and draw template assembly figure, drawing;
Described typified form panel, two cross ribs and some perpendicular ribs; Article two, cross rib places the two ends up and down of panel respectively, and perpendicular rib is provided with and props up mutually with cross rib so that a determining deviation is vertical, and horizontal, vertical rib and panel adopt screw;
B, confirm keel size, spacing according to rigidity requirement, and definite bolt specification, spacing;
Keel are used for the reinforcing of typified form, and these keel adopt the Two bors d's oeuveres square steel pipe, and pass in the middle of two square steel pipes through some through-wall bolts, are connected with through-wall bolt through lockset;
2) configuration
According to above-mentioned design scheme, the quantity of statistics all size template is carried out the making of each typified form, and every template is numbered, and carries out classify and pile up afterwards;
Two, measure unwrapping wire: the good post wall of the bullet body position line and formwork control line, and the good door and window hole position line of bullet, the absolute altitude line of measuring and draw.
Three, preparation is installed:
1) confirms whether wall body tie with reinforcing bar finishes, and whether preheating embedding line, junction box, electronic box has been installed, and pass through the latent inspection work of each the work items;
2) foreign material such as typified form surface water mud are cleaned out, and, be transported to the relevant position to the template that cleans out and brushed release agent at template and the good release agent of concrete surface brushing;
Four, typified form is installed:
1) the installation principle of combination typified form is: " first cross wall, the vertical wall in back "; " first exterior wall, back interior wall "; " the small plate mould is lived in the macroplate mold pressing for first small plate mould, back macroplate mould ";
2) typified form base and exterior wall tripod are installed
A, base are installed: paste sponge strip at template end opening and ground contact surface, carry out levelling in the foot of a wall nail fillet again;
B, exterior wall tripod are installed: the outside typified form end opening of exterior wall is extended lower floor's following certain distance in wall top; And adopt the exterior wall tripod to support and reinforce the typified form in the exterior wall outside;
3) interior exterior wall combination typified form is in place
A, exterior wall typified form are installed: it is also temporary fixed to utilize tower crane to be erected at exterior wall outside typified form on the exterior wall tripod, and described through-wall bolt one end is fixed on this external wall template; Afterwards inner side of outer wall stock mould grillage is stood on the wall mould base, upright good back reinforces with through-wall bolt and upright good external wall mould location;
B, interior wall typified form are installed: utilize manual work to stand in interior wall one side combination stock mould grillage on the one side wall mould base of body of wall cage of reinforcement, one-sided splicing penetrates described through-wall bolt after accomplishing, and carries out temporary fixed; The same frame of opposite side combination typified form of cage of reinforcement stands on the wall mould base, and upright good back is connected the location with a upright good original side wall mould through-wall bolt and reinforces;
After c, the locking of both walls mould bolt, adopt lockset to carry out the main joist square steel pipe and reinforce;
D, have the template of flooring hole one side to install, hole limit one side template end opening extended below the lower floor wall top certain distance down with the exterior wall outboard template, hole two side templates adopt scalable carbon steel pipes to support with the control dimension of opening;
4) installation of negative and positive corner structure combination typified form
For structure external corner position, adopt the iron chain to connect the keel square steel pipe, socket external corner position, body of wall two ends integral body fastening;
For structure inner corner trim position, an anti-rolling chock square steel pipe is extended on the opposite side form surfacing of corner, opposite side keel square steel pipe is against on the last anti-rolling chock square steel pipe;
5) template position correction, verticality adjustment and fixing
After typing wall mould is in place, props up keel with scalable carbon steel pipes and be supported in flooring stabilization wall two side templates; Adopt the ceiling hammer method to hang the magnetic line of force afterwards and weigh down the extension plumb line, measure upper and lower mouthful of control line distance of typified form, revise the template verticality through the carbon steel pipes length of adjustment body of wall both sides;
Five, form removal, cleaning, stacking: after concreting is accomplished, typified form is removed; During form removal, undertaken, note the cast-in-place panel of protection, utilize the large form deadweight to come off as far as possible, forbid to pound by force the sled template by the opposite sequence of formwork; If deadweight demoulding difficulty then adopts crowbar gently to prize the template end opening; The various installation gadgets of template after the dismounting should be concentrated stacking.
The panel of said typified form adopts veneer, and cross rib and perpendicular rib all adopt flitch stupefied.
Described through-wall bolt comprises screw rod through walls, spiral shell in the enlarged footing nut at these screw rod through walls two ends, and this enlarged footing nut outer end is provided with double-screw bolt, and this double-screw bolt and a nut lockset spiral shell are solid, and this nut lockset the inner is provided with enlarged footing, and the outer end is provided with at least one lockhole.
Described lockset is the bolt-type lockset, comprises fixed head and latch, and this fixed head is provided with perforation; When the locking keel, the outer end of said nut lockset is passed from the perforation on the fixed head, afterwards the outside of said latch from fixed head inserted in one of them lockhole on the nut lockset.
Described exterior wall tripod comprises three corner steadies; Above three corner steadies, be provided with the support transverse slat; Be extended with a convex edge on the lateral of this support transverse slat, a spiral fastener is installed on this convex edge, the inboard of said three corner steadies is provided with vertical slot; This vertical slot place is provided with a slide, and this slide is provided with the hole.
After adopting such scheme, the present invention has following characteristics:
1. the present invention adopts combination typing wooden form to construct, and the horizontal keel of cooperation reinforce, and is better than other system wooden form globality, and Material Strength, rigidity are bigger, significantly reduce concreting cross section deviation, improve concrete quality and impression.
2. through using regularization and normalized template, making and assembly unit are simple and convenient, are easy to mounting or dismounting, have accelerated construction speed, raise labour efficiency, and the labor savings cost more can satisfy the requirement of standardized construction.
3. combination typing wooden form of the present invention adopts the assembly unit of local solid tool formula, and adopts multiple custom-designed accessory to install and reinforce, and meticulousr for concrete corner and thin portion structure construction, the template splicing is tight, more helps the raising of workmanship.Increase the number of turnover of template simultaneously, practiced thrift the mould material cost.
4. combination typing wooden form is easy to classifying and numbering, can improve a dead lift efficient, reduces the tower crane consumption, reduces machine cost, also reduces the security risk of allocation and transportation process simultaneously.
Description of drawings
Fig. 1 is a construction flow chart of the present invention;
Fig. 2 A is the floor map of typified form according to the invention;
Fig. 2 B is the sectional drawing of typified form screw according to the invention junction;
Fig. 3 is that template keel according to the invention are reinforced scheme of installation;
Fig. 3 A is an A-A sectional view among Fig. 3;
Fig. 4 is the structural representation of through-wall bolt according to the invention;
Fig. 5 is the structural representation of bolt-type lockset according to the invention;
Fig. 6 is a lumps of wood base constructional drawing of the present invention;
Fig. 7 is exterior wall tripod installation constitution figure according to the invention;
Fig. 7 A is the structural representation of exterior wall tripod according to the invention;
Fig. 8 A is the scheme of installation of external corner structure of the present invention place gang form;
Fig. 8 B is the scheme of installation of inner corner trim structure of the present invention place gang form;
Fig. 9 is a fixedly sketch map of template of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing and specific embodiment the present invention is made further detailed description.
Disclosed is a kind of job practices of shear wall wooden frame typing gang form, as shown in Figure 1, comprise the steps:
One, stencil design and configuration
This job practices adopts typified form, and reinforces through keel.Therefore before construction, need template and keel are designed and dispose.
1) design
A, according to the typified form of construction drawing design different size, confirm use location, the size of non-standard template, and draw template assembly figure, drawing.
The structure of the typified form 1 that this job practices adopts is shown in Fig. 2 A and Fig. 2 B, and it comprises panel 11, two cross ribs 12 and some perpendicular ribs 13.Said panel 11 can adopt certain thickness veneer, and cross rib and perpendicular rib all can adopt the flitch of certain size stupefied.Article two, cross rib 12 places the two ends up and down of gummed panel 11 respectively, and perpendicular rib 13 is provided with and props up mutually with cross rib 12 so that a determining deviation is vertical, and horizontal, vertical rib 12,13 adopts screw 14 firmly to form into typified form 1 structure with gummed panel 11.
B, confirm keel size, spacing according to rigidity requirement, and definite bolt specification, spacing.
Keel are used for the reinforcing of typified form; These keel 2 can adopt the Two bors d's oeuveres square steel pipe (cooperating Fig. 3 and Fig. 3 A) of certain size; And pass in the middle of two square steel pipes through some through-wall bolts 3, firmly is connected with through-wall bolt 3 through lockset, thereby locks and locate typified form 1.Described through-wall bolt 3 can be custom-designed structure, and it is fixing typified form 1 not only, can also locate the distance between two side templates, to guarantee concrete thickness.The structure of this through-wall bolt 3 is as shown in Figure 4; It comprises that screw rod through walls 31, spiral shell are in the enlarged footing nut 32 at these screw rod through walls 31 two ends; These enlarged footing nut 32 outer ends are provided with double-screw bolt 33; This double-screw bolt 33 and a nut lockset 34 spiral shells are solid, and these nut lockset 34 the inners are provided with enlarged footing 35, and the outer end is provided with at least one lockhole 36.
Described lockset can be bolt-type lockset 4, and this bolt-type lockset 4 also is custom-designed structure, and is as shown in Figure 5, and it comprises fixed head 41 and latch 42, and this fixed head 41 is provided with perforation 43.When locking keel 2; The outer end of said nut lockset 34 is passed from the perforation 43 on the fixed head 41; Afterwards the outside of said latch 42 from fixed head 41 inserted in one of them lockhole 36 on the nut lockset 34; Thereby the inboard that makes fixed head 41 is butted on the keel 2, and keel 2 are fixing, and then reinforces typified form 1.
2) configuration
According to above-mentioned design scheme, the quantity of statistics all size template is carried out the making of each typified form, and every template is numbered, and carries out classify and pile up afterwards.
Two, measure unwrapping wire
Distance is generally 500mm from the wall sideline for the good post wall of the bullet body position line and formwork control line, formwork control line.And the good door and window hole position line of bullet, the absolute altitude line of measuring and draw.
Three, preparation is installed
1) confirm whether wall body cage of reinforcement 5 (cooperate with Fig. 6, shown in 7) colligation finishes, and whether preheating embedding line, junction box, electronic box has been installed, and the latent inspection work through each the work items.
2) foreign material such as typified form surface water mud are cleaned out, and at template and the good release agent of concrete surface brushing.Be transported to the relevant position to the template that cleans out and brushed release agent.
Four, typified form is installed
1) the installation principle of combination typified form can for: usually according to " first cross wall, back vertical wall "; " first exterior wall, back interior wall "; Three main points of " the small plate mould is lived in the macroplate mold pressing for first small plate mould, back macroplate mould " are carried out installation exercise.
2) typified form base and exterior wall tripod are installed
A, base 6 are installed: cooperate shown in Figure 6; Cause wall mould bottom spillage in order to prevent that flooring is uneven, " rot root " phenomenon occurs, according to the wall displacement line of setting-out; Can paste the sponge strip 61 of certain width at template end opening and ground contact surface, carry out levelling in the foot of a wall nail fillet 62 again.
B, exterior wall tripod install: cooperates shown in Figure 7ly, in order to solve exterior wall floor transition faulting of slab ends drawback, the outside typified form end opening of exterior wall is extended lower floor's wall push up following certain distance.And adopt exterior wall tripod 7 to support and reinforce the typified form 1 in the exterior wall outside.For the convenience of constructing, can adopt custom-designed exterior wall tripod 7, and utilize fixing this exterior wall tripod 7 of through-wall bolt hole on lower floor's shear wall.The structure of described exterior wall tripod 7 is shown in Fig. 7 A; It comprises three corner steadies 71, above three corner steadies 71, is provided with to support transverse slat 72, is extended with a convex edge 73 on the lateral of this support transverse slat 72; One spiral fastener 74 is installed on this convex edge 73; The inboard of said three corner steadies 71 is provided with vertical slot 75, and these vertical slot 75 places are provided with a slide 76, and this slide 76 is provided with hole 77.Earlier with screw rod 31 through walls and enlarged footing nut 32 fixing (in the through-wall bolt hole on lower floor's shear wall) on the wall; Again the hole 77 on the slide 76 on three corner steadies 71 is connected with double-screw bolt on the enlarged footing nut 32; After being adjusted to required horizontal level, screwing with outboard nut lockset 34 firmly invests on the body of wall exterior wall tripod 7.
3) interior exterior wall combination typified form is in place
A, exterior wall typified form install: cooperates shown in Figure 7ly, utilize tower crane to be erected at typified form 1 outside the exterior wall on the exterior wall tripod 7, and it is temporary fixed to carry out that spiral fastener 74 is held out against template.And described through-wall bolt 3 one ends are fixed on this external wall template.Afterwards 1 of inner side of outer wall typified form is stood on the wall mould base 6; Upright good back reinforces with through-wall bolt 3 and upright good external wall mould location; Distance between the enlarged footing nut 32 of both sides can be located the distance between two side templates, thereby guarantees the thickness of shear wall.
B, interior wall typified form install: cooperates shown in Figure 6ly, utilize and artificially make up 1 of typified form to interior wall one side and stands on the side wall mould base 6 of body of wall cage of reinforcement 5, penetrate described through-wall bolt 3 after the one-sided splicing completion, and carry out temporary fixed.The opposite side combination typified form 1 same frame of cage of reinforcement 5 stands on the wall mould base 6, and upright good back is connected with a upright good original side wall mould through-wall bolt 3, and the outside is with 34 lockings of nut lockset, and the location reinforces.
After c, the locking of both walls mould bolt, adopt bolt-type lockset 4 to carry out the main joist square steel pipe and reinforce.The lateral pressure that produces after the concreting can be passed to horizontal keel 2 through plate face structure, by through-wall bolt 3 constraint inner and outer plates face structure stresses, to guarantee the strength and stiffness of template.
D, there is the template of flooring hole one side to install with the exterior wall outboard template (for solving floor hole abutment wall body transition faulting of slab ends drawback; Certain distance under extending hole limit one side template end opening below the lower floor wall top, hole two side templates can adopt scalable carbon steel pipes to supportting with the control dimension of opening.
4) installation of negative and positive corner structure combination typified form
Shown in Fig. 8 A, for structure external corner position, adopt iron chain 8 to connect keel 2 square steel pipes, external corner position, body of wall two ends integral body is socketed fastening, with guarantee keel reinforce firm.
Shown in Fig. 8 B, for structure inner corner trim position, an anti-rolling chock square steel pipe is extended on the corner opposite side form surfacing 11, opposite side keel square steel pipe is against on the last anti-rolling chock square steel pipe, and is indeformable to guarantee the inner corner trim stitching position.
5) template position correction, verticality adjustment and fixing
As shown in Figure 9, after typing wall mould is in place, props up keel 2 with scalable carbon steel pipes 9 and be supported in flooring stabilization wall two side templates.Adopt the ceiling hammer method to hang the magnetic line of force afterwards and weigh down the extension plumb line, measure upper and lower mouthful of control line distance of typified form, revise the template verticality through the carbon steel pipes length of adjustment body of wall both sides.
Five, form removal, cleaning, stacking
After concreting is accomplished, typified form is removed.Generally to follow following principle:
1) the strict form removal intensity of grasping must not be lower than 1.0MPa during the normal temperature construction, must not be lower than the critical intensity of enduring cold during winter construction, and body of wall not sticking to mould, non-unfilled corner, crack not when guaranteeing form removal.Shear wall interior wall form removal intensity should reach 1.2MPa, and exterior wall form removal intensity should reach 7.5MPa.
2) during the shear wall form removal, undertaken, note the cast-in-place panel of protection, utilize the large form deadweight to come off as far as possible, forbid to pound by force the sled template by the opposite sequence of formwork; If deadweight demoulding difficulty then adopts crowbar gently to prize the template end opening; The form removal process must have the special messenger to command; The various installation gadgets of template after the dismounting should be concentrated stacking, prevent loss.
3) template surface is in time cleared up with perching knife in dismounting back, qualified on inspection after again the brushing release agent stack neatly subsequent use.
Adopt above-mentioned job practices, have following economic benefit:
1. the template and the wooden stupefied number of turnover are many
Do not need to carry out again the mould of joining of template after the moulding of combination typing wooden form; Do not join the waste of material of mould once more, rib is fixed on the template and has enough to meet the need with template anyhow, does not have the spillage of material of dismounting once more; Reduce the iron nail punching of dismounting, reached the purpose that increases the template and the wooden stupefied number of turnover.The combination typified form is compared like following table with common templates.
2. the operation work efficiency is high
For diffusing type of tearing open a body of wall formwork way that looses; The combination typified form is installed, dismounting has advantages such as convenient and swift; The workman can utilize Electric lock that bolt is carried out fast Template and reinforce, and has significantly reduced workman's the amount of labour, has reduced working strength of workers.
3. practice thrift concrete ornament materials, labour cost and duration
1) combination typified form system can reach the clear water effect after the depanning of structure metope, and the dry wall one-shot forming can reach the middle rank standard of plastering, and can not make any decoration.Stopped the common fault in indoor wall gaul, crack in quality; Analyze from construction cost, the former material of having practiced thrift cement, sand consumes, and the recruitment of plastering; The maintenance load and the maintenance cost that cause because of the plastering engineering common quality defect have also been saved simultaneously.
2) from the duration analysis, adopt the combination typified form to change not quite, but can shorten the man-hour in interior decoration stage for the duration of project subject construction stage, practiced thrift total duration.
4. comprehensive benefit
1) from the building impression quality, clear-water concrete has decorative effect.After form removable, the surface is very smooth, and corner angle are clearly demarcated, need not any decoration of exterior wall, just gets final product at surfaces coated one deck or two-layer transparent protective agent, and very nature seems.
2) from the structure utilization rate, save the structure face of plastering, dead size can increase 3cm～5cm in the room, increases indoor effective usable floor area.
3) say from design safety that dry wall saves plasters, building body weight reduction, geological process power is corresponding to be weakened, and structural seismic capacity strengthens, and is safer.
The above is merely preferred embodiment of the present invention, is not to be used for limiting the scope that the present invention implements.So variation or the modification in every case done, all should belong within the scope that patent of the present invention contains according to claim of the present invention and manual.
Claims (6)
1. the job practices of a shear wall wooden frame typing gang form is characterized in that: comprise the steps:
One, stencil design and configuration: adopt typified form, and reinforce through keel;
1) design
A, according to the typified form of construction drawing design different size, confirm use location, the size of non-standard template, and draw template assembly figure, drawing;
Described typified form panel, two cross ribs and some perpendicular ribs; Article two, cross rib places the two ends up and down of panel respectively, and perpendicular rib is provided with and props up mutually with cross rib so that a determining deviation is vertical, and horizontal, vertical rib and panel adopt screw;
B, confirm keel size, spacing according to rigidity requirement, and definite bolt specification, spacing;
Keel are used for the reinforcing of typified form, and these keel adopt the Two bors d's oeuveres square steel pipe, and pass in the middle of two square steel pipes through some through-wall bolts, are connected with through-wall bolt through lockset;
2) configuration
According to above-mentioned design scheme, the quantity of statistics all size template is carried out the making of each typified form, and every template is numbered, and carries out classify and pile up afterwards;
Two, measure unwrapping wire: the good post wall of the bullet body position line and formwork control line, and the good door and window hole position line of bullet, the absolute altitude line of measuring and draw.
2. three, install and prepare:
1) confirms whether wall body tie with reinforcing bar finishes, and whether preheating embedding line, junction box, electronic box has been installed, and pass through the latent inspection work of each the work items;
2) foreign material such as typified form surface water mud are cleaned out, and, be transported to the relevant position to the template that cleans out and brushed release agent at template and the good release agent of concrete surface brushing;
Four, typified form is installed:
1) the installation principle of combination typified form is: " first cross wall, the vertical wall in back "; " first exterior wall, back interior wall "; " the small plate mould is lived in the macroplate mold pressing for first small plate mould, back macroplate mould ";
2) typified form base and exterior wall tripod are installed
A, base are installed: paste sponge strip at template end opening and ground contact surface, carry out levelling in the foot of a wall nail fillet again;
B, exterior wall tripod are installed: the outside typified form end opening of exterior wall is extended lower floor's following certain distance in wall top; And adopt the exterior wall tripod to support and reinforce the typified form in the exterior wall outside;
3) interior exterior wall combination typified form is in place
A, exterior wall typified form are installed: it is also temporary fixed to utilize tower crane to be erected at exterior wall outside typified form on the exterior wall tripod, and described through-wall bolt one end is fixed on this external wall template; Afterwards inner side of outer wall stock mould grillage is stood on the wall mould base, upright good back reinforces with through-wall bolt and upright good external wall mould location;
B, interior wall typified form are installed: utilize manual work to stand in interior wall one side combination stock mould grillage on the one side wall mould base of body of wall cage of reinforcement, one-sided splicing penetrates described through-wall bolt after accomplishing, and carries out temporary fixed; The same frame of opposite side combination typified form of cage of reinforcement stands on the wall mould base, and upright good back is connected the location with a upright good original side wall mould through-wall bolt and reinforces;
After c, the locking of both walls mould bolt, adopt lockset to carry out the main joist square steel pipe and reinforce;
D, have the template of flooring hole one side to install, hole limit one side template end opening extended below the lower floor wall top certain distance down with the exterior wall outboard template, hole two side templates adopt scalable carbon steel pipes to support with the control dimension of opening;
4) installation of negative and positive corner structure combination typified form
For structure external corner position, adopt the iron chain to connect the keel square steel pipe, socket external corner position, body of wall two ends integral body fastening;
For structure inner corner trim position, an anti-rolling chock square steel pipe is extended on the opposite side form surfacing of corner, opposite side keel square steel pipe is against on the last anti-rolling chock square steel pipe;
5) template position correction, verticality adjustment and fixing
After typing wall mould is in place, props up keel with scalable carbon steel pipes and be supported in flooring stabilization wall two side templates; Adopt the ceiling hammer method to hang the magnetic line of force afterwards and weigh down the extension plumb line, measure upper and lower mouthful of control line distance of typified form, revise the template verticality through the carbon steel pipes length of adjustment body of wall both sides;
Five, form removal, cleaning, stacking: after concreting is accomplished, typified form is removed; During form removal, undertaken, note the cast-in-place panel of protection, utilize the large form deadweight to come off as far as possible, forbid to pound by force the sled template by the opposite sequence of formwork; If deadweight demoulding difficulty then adopts crowbar gently to prize the template end opening; The various installation gadgets of template after the dismounting should be concentrated stacking.
3. the job practices of shear wall wooden frame typing gang form according to claim 1, it is characterized in that: the panel of said typified form adopts veneer, and cross rib and perpendicular rib all adopt flitch stupefied.
4. the job practices of shear wall wooden frame typing gang form according to claim 1; It is characterized in that: described through-wall bolt comprises that screw rod through walls, spiral shell are in the enlarged footing nut at these screw rod through walls two ends; This enlarged footing nut outer end is provided with double-screw bolt; This double-screw bolt and a nut lockset spiral shell are solid, and this nut lockset the inner is provided with enlarged footing, and the outer end is provided with at least one lockhole.
5. the job practices of shear wall wooden frame typing gang form according to claim 3, it is characterized in that: described lockset is the bolt-type lockset, comprises fixed head and latch, this fixed head is provided with perforation; When the locking keel, the outer end of said nut lockset is passed from the perforation on the fixed head, afterwards the outside of said latch from fixed head inserted in one of them lockhole on the nut lockset.
6. according to the job practices of the described shear wall wooden frame of one of claim 1-4 typing gang form; It is characterized in that: described exterior wall tripod comprises three corner steadies, above three corner steadies, is provided with the support transverse slat, is extended with a convex edge on the lateral of this support transverse slat; One spiral fastener is installed on this convex edge; The inboard of said three corner steadies is provided with vertical slot, and this vertical slot place is provided with a slide, and this slide is provided with the hole.
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| CN106320693A (en) * | 2016-08-31 | 2017-01-11 | 沈阳欣荣基建筑工程有限公司 | Construction method of plastic formwork system |
| CN113898179A (en) * | 2021-11-16 | 2022-01-07 | 启东建筑集团有限公司 | Construction method of whole plate single-side-edge lock hole formwork supporting system of shear wall structure |
| CN113944319A (en) * | 2021-09-29 | 2022-01-18 | 中国化学工程第六建设有限公司 | Novel shaping combined template for wall column and construction method thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03293445A (en) * | 1990-04-11 | 1991-12-25 | Shimizu Corp | Structure of building and construction |
| JP2000328700A (en) * | 1999-05-21 | 2000-11-28 | Odakyu Construction Co Ltd | Joint force strengthening method of concrete structure |
| CN1986989A (en) * | 2006-11-27 | 2007-06-27 | 青岛建设集团公司 | Three dimension arch steel concrete structure formwork and construction method |
| CN101397844A (en) * | 2008-09-25 | 2009-04-01 | 陕西省第三建筑工程公司 | Construction method of special section steel concrete composite structure inclined wall mould base engineering |
-
2012
- 2012-06-21 CN CN201210207235.9A patent/CN102704684B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH03293445A (en) * | 1990-04-11 | 1991-12-25 | Shimizu Corp | Structure of building and construction |
| JP2000328700A (en) * | 1999-05-21 | 2000-11-28 | Odakyu Construction Co Ltd | Joint force strengthening method of concrete structure |
| CN1986989A (en) * | 2006-11-27 | 2007-06-27 | 青岛建设集团公司 | Three dimension arch steel concrete structure formwork and construction method |
| CN101397844A (en) * | 2008-09-25 | 2009-04-01 | 陕西省第三建筑工程公司 | Construction method of special section steel concrete composite structure inclined wall mould base engineering |
Non-Patent Citations (3)
| Title |
|---|
| 岳江彦: "浅谈定型组合模板在施工中的应用", 《价值工程》 * |
| 曲昭嘉等: "《建筑工程构造与施工手册》", 31 October 2009, 中国建筑工业出版社 * |
| 编委会: "《模板工快速入门》", 31 January 2009, 北京理工大学出版社 * |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103206088A (en) * | 2013-04-18 | 2013-07-17 | 成军 | Shear wall structural wall and slab integral pouring construction method |
| CN103206088B (en) * | 2013-04-18 | 2015-10-28 | 南通卓强建设集团有限公司 | Parts of shear wall structure wall, slab integral pouring construction method |
| CN103498454A (en) * | 2013-10-15 | 2014-01-08 | 国家电网公司 | Underwater construction process of water inlet/outlet of lower storage reservoir |
| CN105275198A (en) * | 2014-07-02 | 2016-01-27 | 中国华冶科工集团有限公司 | A shear wall formwork reinforcing construction method |
| CN105275198B (en) * | 2014-07-02 | 2018-03-06 | 中国华冶科工集团有限公司 | A kind of shear-wall strengthening formwork structure and its construction method |
| CN104153579A (en) * | 2014-08-26 | 2014-11-19 | 中国建筑第八工程局有限公司 | Pouring formwork structure for non-standard layer structure and construction method |
| CN104153579B (en) * | 2014-08-26 | 2016-03-09 | 中国建筑第八工程局有限公司 | A kind of formwork for placing structure of non-standard layers structure and construction method |
| CN106013158A (en) * | 2016-06-07 | 2016-10-12 | 中国十七冶集团有限公司 | Aluminum alloy formwork one-edge formwork-supporting device |
| CN106320693A (en) * | 2016-08-31 | 2017-01-11 | 沈阳欣荣基建筑工程有限公司 | Construction method of plastic formwork system |
| CN113944319A (en) * | 2021-09-29 | 2022-01-18 | 中国化学工程第六建设有限公司 | Novel shaping combined template for wall column and construction method thereof |
| CN113898179A (en) * | 2021-11-16 | 2022-01-07 | 启东建筑集团有限公司 | Construction method of whole plate single-side-edge lock hole formwork supporting system of shear wall structure |
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