CN106401173A - Sliding reverse formwork device and construction method thereof - Google Patents
Sliding reverse formwork device and construction method thereof Download PDFInfo
- Publication number
- CN106401173A CN106401173A CN201610814820.3A CN201610814820A CN106401173A CN 106401173 A CN106401173 A CN 106401173A CN 201610814820 A CN201610814820 A CN 201610814820A CN 106401173 A CN106401173 A CN 106401173A
- Authority
- CN
- China
- Prior art keywords
- wall
- template
- arc line
- line shaped
- purlin
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a sliding reverse formwork device and a construction method thereof. A climbing stand column is arranged in a wall and sleeved with a lifting support through a core-crossing jack. Formworks are installed on the lifting support through screw traction mechanisms. The formworks are adjusted to reach the set wall height through the lifting support. The distance between the formworks is adjusted to reach the wall width position through the screw traction mechanisms. A scaffold is suspended to the lifting support so that building workers can construct while standing. An arc-shaped formwork, circuit purlin and a guide column adjusting device which are matched with an arc-shaped wall are arranged in a matched mode, and dismounting, transferring and installing of a formwork each time of a traditional sliding frame reverse formwork technique are avoided. The structure is simple, operation is convenient, and the construction efficiency of the reverse formwork technique is greatly improved.
Description
Technical field
The present invention relates to a kind of sliding sky reverse mould device and its construction method are and in particular to concrete wall in building trade
Construction technology.
Background technology
Fixed form, template middle setting reinforcing bar need to be set in body of wall both sides during building concrete wall construction, pouring is mixed
Coagulation forming after solidifying soil, template is supported by support, and builder also needs placing concrete on support of standing, building masonry wall
Substantially there is high, long characteristic, need segmentation to water in short transverse, traditional architecture industry is passed through manual segmentation frame mould, pouring, coagulated
Gu, also need dismounting, transporting supports and template to next section to repeat modeling pouring after one section of pouring solidification, lead to work progress numerous
Trivial, the cycle is long, and labor strength is big, and building efficiency is low, also manual manipulative techniques is had higher requirements；Though part engineering adopts
Sliding reverse mould equipment, template and jacking equipment are connected as a single entity a lifting, and after concrete setting, frictional resistance is big, and template sliding is stranded
Difficult；Also has a kind of slip-framed reverse mould construction technology at present, support can be lifted in segmentation, but template needs manual removal, support lift
Manual installation form again after putting in place, dismounting, installs loaded down with trivial details, carrying trouble, and labor strength is big, easily causes potential safety hazard.
Content of the invention
The technical problem to be solved is to provide one kind and conveniently can carry out construction wall reverse mould construction, and applies
Work efficiency high, easy to operate, time saving and energy saving slides sky reverse mould device and its construction method.
The sliding sky reverse mould device of the present invention, including the template positioned at body of wall both sides to be onstructed, for installation form lifting
Support, the support beam being connected to lifting bracket top is provided with centre-hole jack, and centre-hole jack is provided centrally with climbing
Rise column, the column that climbs be fixed in body of wall and with concrete casting solidification it is characterised in that：Company in vertical template
Connect horizontal screw bolt haulage gear, the screw front end of screw rod haulage gear is fixedly connected with the purlin that encloses in template, and screw rod stage casing passes through
It is fixedly welded on the steel pipe guide pin bushing on lifting bracket, guide pin bushing two ends outside screw rod is installed with before and after's nut, template passes through guide pin bushing
It is connected with lifting bracket, can be movable under in front and back's nut with screw rod cooperation traction；
Multiple screw rod haulage gears are distributed with described template
3m is spaced between adjacent screws haulage gear on described template；
Described lifting bracket is provided with scaffold cradle；
The template of described body of wall both sides to be applied is two sections of concentric arc line shapeds, and concentric arc line shaped template has and is similarly camber line
The segmentation arc line shaped of shape encloses purlin, and each section of arc line shaped encloses and have gap between purlin, is fixed by bearing plus bolt connection；
Described screw rod haulage gear is radially arranged, and each screw rod haulage gear controls one section of template, and multiple template is assembled into
Circular arc；
It is steel-tube construction that described arc line shaped encloses purlin, and adjacent two sections of arc line shapeds enclose and have gap between purlin, have circular arc in gap
Shape guide pillar, guide pillar encloses the nested installation of purlin with arc line shaped, and guide pillar one end and one of arc line shaped enclose the purlin mouth of pipe and be welded and fixed, another
End is nested into another arc line shaped and encloses in purlin body, and guide pillar encloses purlin for arc line shaped provides guide and limit, can adapt to arc formwork,
Arc line shaped body of wall.
The invention still further relates to a kind of sliding sky reverse mould device construction method, by the above sliding sky reverse mould device construction, tool
Body step is：
A. climb column in the center fixed in position setting body of wall position；
B. the column that climbs passes through centre-hole jack center, makes lifting bracket be located at setting wall by centre-hole jack
Above body；
C. template passes through screw rod haulage gear traction arrival setting wall displacement；
D. orlop wall steel bar filling concrete construction；
E. after body of wall solidification, template is drawn by screw rod haulage gear and depart from the good concrete wall of casting solidification；
F. lifting bracket is lifted by centre-hole jack and template is raised to second segment body of wall position upwards；
G. repeat step c～f, by that analogy until body of wall highly meets design requirement, completes wall construction；
During cast arc line shaped body of wall, template, to enclose purlin be corresponding arc line shaped, and step c～f needs segmentation to carry out, in step c, e also
Need to be adjusted by carrier setting bolt and enclose purlin gap.
The sliding sky reverse mould device of the present invention and its construction method, arrange the column that climbs inside body of wall, and lifting bracket passes through
Punching jack is sleeved on and climbs on column, and template is arranged on lifting bracket by screw rod haulage gear, by lifting bracket
Adjustment template reaches setting body of wall height, adjusts the distance between body of wall two side template by screw rod haulage gear and reaches body of wall width
Degree position, the construction so that builder stands of lifting bracket scaffold cradle, and supporting being provided with are fitted with arc line shaped body of wall phase
The arc line shaped template answered, enclose purlin and guide post regulating device, it is to avoid traditional dismounting of each template of slip-framed reverse mould technique, carrying
And installation, structure is simple and convenient to operate, and substantially increases the efficiency of construction of sliding sky reverse mould technique.
Brief description
Fig. 1 is the sliding sky reverse mould device planar structure schematic diagram of the embodiment of the present invention；
Fig. 2 is the screw rod hitch structure planar structure enlarged diagram of the sliding sky reverse mould device of the embodiment of the present invention；
Fig. 3 be the sliding sky reverse mould device of the embodiment of the present invention screw rod hitch structure on body of wall distribution schematic diagram；
Fig. 4 is that the sliding sky reverse mould device of the embodiment of the present invention is applied to template and screw rod hitch structure during arc line shaped body of wall and exists
Distribution schematic diagram on body of wall；
Fig. 5 is that the sliding sky reverse mould device of the embodiment of the present invention is applied to adjacent arc line shaped during arc line shaped body of wall and encloses purlin connect knot
Structure schematic diagram.
Specific embodiment
As illustrated, a kind of sliding sky reverse mould device, including the template 1 positioned at body of wall both sides to be onstructed, it is used for installation form 1
Lifting bracket 2, the support beam 3 being connected to lifting bracket 2 top is provided with centre-hole jack 4, in centre-hole jack 4
The heart is provided with the column 5 that climbs, and the column 5 that climbs is fixed in body of wall and with concrete casting solidification, every side of body of wall both sides
Two or more horizontal screw bolt haulage gears 6 up and down are connected with vertical form 1, in template 1 between adjacent screws haulage gear 6
It is about 3m along body of wall length or radian direction interval；Purlin 8 is enclosed in screw rod 7 front end of each screw rod haulage gear 6 and template 1
It is fixedly connected, each screw rod 7 stage casing passes through the corresponding guide pin bushing 9 being fixedly welded on lifting bracket 2, guide pin bushing 9 two ends outside screw rod 7
On be installed with before and after's nut 10, template 1 is connected with lifting bracket 2 by screw rod 7, can be movable under screw rod 7 traction；Carry
Rise support 2 and be provided with scaffold cradle 11, the placing concrete so that builder stands, and check body of wall coagulation grade, pour
Note effect.
In order to pour into a mould arc line shaped body of wall, also it is provided with body of wall both sides to be onstructed and be there are two being adapted with body of wall arc line shaped
Duan Tongxin arc line shaped template 12, the screw rod haulage gear 6 of arc line shaped body of wall is disposed radially, and each screw rod haulage gear 6 controls
One section of arc line shaped template 12, multistage arc line shaped template 12 is assembled into the circular arc setting body of wall length；Arc line shaped template 12 with one heart
Have and be similarly the segmentation arc line shaped of arc line shaped and enclose purlin 13, it is steel-tube construction that arc line shaped encloses purlin 13, each section of arc line shaped enclose purlin 13 it
Between there is gap, adjacent two sections of arc line shapeds enclose and are provided with circular arc guide pillar 15, guide pillar 15 and arc line shaped in gap between purlin (13)
Enclose the nested installation of purlin 13, guide pillar 15 one end and one of arc line shaped enclose purlin 13 mouth of pipe and be welded and fixed, and the other end is nested into another
Individual arc line shaped encloses in purlin 13 body；Enclose purlin because of concentric arc line shaped template 12 and pass through screw rod haulage gear 6 radially to body of wall both sides
Leave when pouring the body of wall being poured in, between each section of arc line shaped template 12 of inner side, gap, each section of arc line shaped enclose gap meeting between purlin 13
Reduce, between each section of arc line shaped template 12 in outside, gap, each section of arc line shaped enclose gap between purlin 13 and can expand, and in concentric arc
Linear template enclose purlin pass through screw rod haulage gear 6 radially to set body of wall center close in case model cast wall when, inner side
Each section of arc line shaped template 12 between gap, each section of arc line shaped enclose gap between purlin 13 and can expand, each section of arc line shaped mould in outside
Between plate 12, gap, each section of arc line shaped enclose gap between purlin 13 and can reduce, thus adjacent arc line shaped encloses purlin 13 junction and is provided with
Bearing 14 is used for the arc line shaped template 12 adjusting and arc line shaped encloses gap between purlin 13, is fixed by bearing 14 plus bolt connection；
It is steel-tube construction that arc line shaped encloses purlin 13, and adjacent arc line shaped encloses and be provided with circular arc guide pillar 15 between purlin 13, guide pillar 15 and arc line shaped
Enclose the nested installation of purlin 13, guide pillar 15 encloses purlin 13 for arc line shaped provides guide and limit, and two sections of arc line shapeds enclose and have gap between purlin 13,
Can adapt to arc line shaped template 12, body of wall；Adjust adjacent arc line shaped by the bolt of bearing 14 when dismounting, installation to enclose between purlin 13
Gap, adjacent arc line shaped encloses purlin along guide pillar 15 mobile adjustment gap, so that arc line shaped pipe encloses purlin 13 and radially dismantles, installs.
The invention still further relates to a kind of sliding sky reverse mould device construction method, by the above sliding sky reverse mould device construction, tool
Body step is：
A. climb column in the center fixed in position setting body of wall position；
B. the column that climbs passes through centre-hole jack center, makes lifting bracket be located at setting by centre-hole jack
Above body of wall；
C. template passes through screw rod haulage gear traction arrival setting wall displacement；
D. orlop wall steel bar filling concrete construction；
E. after body of wall solidification, template is drawn by screw rod haulage gear and depart from the good concrete wall of casting solidification；
F. lifting bracket is lifted by centre-hole jack and template is raised to second segment body of wall position upwards；
G. repeat step c～f, by that analogy until body of wall highly meets design requirement, completes wall construction；
During cast arc line shaped body of wall, template, to enclose purlin be corresponding arc line shaped, and step c～f needs segmentation to carry out, in step c, e also
Need to be adjusted by carrier setting bolt and enclose purlin gap.
The sliding sky reverse mould device of the present embodiment and its construction method, lifting bracket passes through centre-hole jack in the column that climbs
On climb, lifting bracket by screw rod haulage gear band moving platen move up and down to set body of wall height, screw rod haulage gear adjust
Horizontal range between the template of whole body of wall both sides to be onstructed, can be in system using this device to reach setting width of wall body
Pour the concrete wall of certain altitude (generally 1.5m about) under static state, reach just in the walls concrete pouring
After solidifying or final set, template is integrally departed from by concrete surface by screw rod haulage gear, then in template with concrete surface no
In the case of friction, easily template system is lifted certain height using lifting bracket equipment, then pass through screw rod traction machine
Template integral position is resetted by structure, continues to pour the construction method of top concrete, device and method can be widely applied to straight line
The construction of the concrete wall of type and circular arc type and reinforced concrete tube Kuku wall moreover it can be used to trapezoid cross section, variable cross-section or its
The concrete walls body construction in its geometry section.
Claims (10)
1. a kind of sliding sky reverse mould device, including the template (1) positioned at body of wall both sides to be onstructed, for installation form (1) lifting
Support (2), is connected in the support beam (3) on lifting bracket (2) top and is provided with centre-hole jack (4), centre-hole jack
(4) it is provided centrally with the column (5) that climbs, the column that climbs (5) is fixed in body of wall and with concrete casting solidification, its feature
It is：Vertical template (1) is upper to connect horizontal screw bolt haulage gear (6), screw rod (7) front end of screw rod haulage gear (6) and mould
The purlin (8) that encloses on plate (1) is fixedly connected, and screw rod (7) stage casing passes through the guide pin bushing (9) being fixedly connected on lifting bracket (2), guide pin bushing
(9) before and after's nut (10) is installed with two ends outside screw rod (7), template (1) is connected with lifting bracket (2) by screw rod (7), energy
Enough movable under in front and back's nut (10) with screw rod (7) cooperation traction.
2. sliding sky reverse mould device according to claim 1 it is characterised in that：Multiple screw rods are distributed with described template (1)
Haulage gear (6).
3. sliding sky reverse mould device according to claim 2 it is characterised in that：The upper adjacent screws traction machine of described template (1)
Horizontally spaced 3m between structure (6).
4. sliding sky reverse mould device according to claim 1 it is characterised in that：Described lifting bracket (2) is provided with suspension foot
Hand cradle (11).
5. sliding sky reverse mould device according to claim 1 it is characterised in that：The template of described body of wall both sides to be onstructed is two
Duan Tongxin arc line shaped template (12) is adapted therewith, and concentric arc line shaped template (12) has the segmentation arc line shaped being similarly arc line shaped
Enclose purlin (13), each section of arc line shaped encloses and have gap between purlin (13), fixed by bearing (14) plus bolt connection.
6. sliding sky reverse mould device according to claim 5 it is characterised in that：Described screw rod haulage gear (6) is radially arranged,
Each screw rod haulage gear (6) controls one section of arc line shaped template (12), and multiple arc line shaped templates (12) are assembled in the arc-shaped.
7. sliding sky reverse mould device according to claim 6 it is characterised in that：Described arc line shaped encloses purlin (13) and ties for steel pipe
Structure, adjacent two sections of arc line shapeds enclose and have gap between purlin (13), are provided with circular arc guide pillar (15), guide pillar (15) and arc in gap
Linear purlin (13) nesting of enclosing is installed, and guide pillar (15) one end and one of arc line shaped enclose purlin (13) mouth of pipe and be welded and fixed, the other end
It is nested into another arc line shaped and encloses in purlin (13) body, guide pillar (15) encloses purlin (13) for arc line shaped provides guide and limit.
8. a kind of sliding sky reverse mould device construction method, by sky reverse mould device construction sliding described in claim 1～7, concrete steps
For：
A. climb column in the center fixed in position setting body of wall position；
B. the column that climbs passes through centre-hole jack center, by centre-hole jack, lifting bracket is located on setting body of wall
Side；
C. template passes through screw rod haulage gear traction arrival setting wall displacement；
D. orlop wall steel bar filling concrete construction；
E. after body of wall solidification, template is drawn by screw rod haulage gear and depart from the good concrete wall of casting solidification；
F. lifting bracket is lifted by centre-hole jack and template is raised to second segment body of wall position upwards；
G. repeat step c～f, by that analogy until body of wall highly meets design requirement, completes wall construction；
9. sliding sky reverse mould device construction method according to claim 8 it is characterised in that：During cast arc line shaped body of wall, mould
Plate, to enclose purlin be corresponding arc line shaped, and step c～f needs segmentation to carry out.
10. sliding sky reverse mould device construction method according to claim 9 it is characterised in that：Also need in step c, e by propping up
Seat bolt adjusts and encloses purlin gap.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610814820.3A CN106401173A (en) | 2016-09-09 | 2016-09-09 | Sliding reverse formwork device and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610814820.3A CN106401173A (en) | 2016-09-09 | 2016-09-09 | Sliding reverse formwork device and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106401173A true CN106401173A (en) | 2017-02-15 |
Family
ID=57999371
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610814820.3A Pending CN106401173A (en) | 2016-09-09 | 2016-09-09 | Sliding reverse formwork device and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106401173A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989361A (en) * | 2017-11-29 | 2018-05-04 | 江苏阿尔博装饰工程有限公司 | A kind of construction hydraulic formwork climbing device |
| CN108532466A (en) * | 2018-04-24 | 2018-09-14 | 成都华川公路建设集团有限公司 | A kind of bridge pier over-form construction technique |
| CN109610320A (en) * | 2018-11-13 | 2019-04-12 | 柳州煜乾机械装备股份公司 | A kind of band crane slip form construction device and construction method |
| CN111706075A (en) * | 2020-06-22 | 2020-09-25 | 银广厦集团有限公司 | Prefabricated template building system based on BIM technology |
| CN112709194A (en) * | 2020-12-28 | 2021-04-27 | 云南建投第二水利水电建设有限公司 | Hydraulic sliding formwork construction complete equipment for gate pier and construction method |
| CN114000700A (en) * | 2021-11-17 | 2022-02-01 | 广西建工集团冶金建设有限公司 | Sliding frame mold inserting device and construction method |
| CN114165048A (en) * | 2021-12-15 | 2022-03-11 | 山东方大工程有限责任公司 | Raw coal bunker slip form system |
| WO2022134529A1 (en) * | 2021-06-08 | 2022-06-30 | 中建三局第二建设工程有限责任公司 | Adjusting system for slipform deviation and torsion correction, and method for using adjusting system |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989361A (en) * | 2017-11-29 | 2018-05-04 | 江苏阿尔博装饰工程有限公司 | A kind of construction hydraulic formwork climbing device |
| CN108532466A (en) * | 2018-04-24 | 2018-09-14 | 成都华川公路建设集团有限公司 | A kind of bridge pier over-form construction technique |
| CN109610320A (en) * | 2018-11-13 | 2019-04-12 | 柳州煜乾机械装备股份公司 | A kind of band crane slip form construction device and construction method |
| CN111706075A (en) * | 2020-06-22 | 2020-09-25 | 银广厦集团有限公司 | Prefabricated template building system based on BIM technology |
| CN112709194A (en) * | 2020-12-28 | 2021-04-27 | 云南建投第二水利水电建设有限公司 | Hydraulic sliding formwork construction complete equipment for gate pier and construction method |
| WO2022134529A1 (en) * | 2021-06-08 | 2022-06-30 | 中建三局第二建设工程有限责任公司 | Adjusting system for slipform deviation and torsion correction, and method for using adjusting system |
| CN114000700A (en) * | 2021-11-17 | 2022-02-01 | 广西建工集团冶金建设有限公司 | Sliding frame mold inserting device and construction method |
| CN114000700B (en) * | 2021-11-17 | 2022-12-13 | 广西建工集团冶金建设有限公司 | Sliding frame mold inserting device and construction method |
| CN114165048A (en) * | 2021-12-15 | 2022-03-11 | 山东方大工程有限责任公司 | Raw coal bunker slip form system |
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