CN111809866A - Suspended correction fixing formwork supporting method for large steel formwork of concrete shear wall - Google Patents
Suspended correction fixing formwork supporting method for large steel formwork of concrete shear wall Download PDFInfo
- Publication number
- CN111809866A CN111809866A CN202010866714.6A CN202010866714A CN111809866A CN 111809866 A CN111809866 A CN 111809866A CN 202010866714 A CN202010866714 A CN 202010866714A CN 111809866 A CN111809866 A CN 111809866A
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- China
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- formwork
- wall
- concrete
- large steel
- precast block
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- 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
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- 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
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
Abstract
A method for correcting and fixing a formwork in suspension for a large steel formwork of a concrete shear wall comprises the steps of installing a wall positioning precast block A on the upper surface of concrete of a cast wall body when the concrete of the cast wall body is just finished at the current construction floor; when beam concrete pouring on the current construction floor is just finished, a beam positioning precast block B is arranged on the upper surface of the beam concrete pouring, and when the strength of the wall concrete and the beam concrete of the current construction floor after drying reaches a preset value, a large steel template and a beam template are disassembled, and an isolating agent is sprayed; lifting the large steel formwork to a second construction floor position; determining the axis position through the wall positioning precast block A, and installing a large steel template and a beam template of a second construction floor; the wall formwork can be constructed after the top plate formwork is constructed, the wall concrete can be cast after the top plate concrete is poured, the continuity of woodworking and concrete construction is ensured, the economic benefit of an enterprise is improved, the construction period is shortened, and the engineering quality is improved.
Description
Technical Field
The invention belongs to the field of buildings, and particularly relates to a suspended correction and fixing formwork erecting method for a large steel formwork of a concrete shear wall.
Background
In the prior art, the large steel formwork is corrected by falling the large steel formwork onto the floor after the construction of the floor is finished, prying the large steel formwork in place by using a prying bar, penetrating a wall-penetrating bolt for counter-pulling and supporting and correcting an inclined strut. The construction method has the defects that the labor intensity of manually prying the large steel formwork is high, the large steel formwork rises and falls up and down in the prying process, and the concrete floor which is just constructed is disturbed. There is the gap between the base of large-scale steel form and the ground floor face, runs thick liquid easily when pouring the wall body concrete, and this floor formwork and this layer of wall body formwork can not be under construction in succession. The interval time between the concrete pouring of the floor slab on the ground of the floor and the concrete pouring of the wall body on the floor is long, so that the construction period of each floor is long.
Disclosure of Invention
Aiming at the defects in the prior art, the invention provides a suspended correction and fixing formwork supporting method for a large steel formwork of a concrete shear wall, which can effectively solve the problems.
The technical scheme adopted by the invention is as follows:
the invention provides a suspended correction and fixing formwork erecting method for a large steel formwork of a concrete shear wall, which comprises the following steps of:
s11, when the pouring of the wall concrete on the current construction floor is just finished, a wall positioning precast block A is arranged on the upper surface of the poured wall concrete; when beam concrete pouring on the current construction floor is just finished, a beam positioning precast block B is arranged on the upper surface of the poured beam concrete;
s12, when the strength of the concrete of the wall body of the current construction floor and the dried beam reaches a preset value, detaching the large steel template and the beam template, and spraying a separant;
s13, lifting the large steel formwork to a second construction floor position;
s14, determining the axis position through the wall positioning precast block A, and installing a second construction floor large steel template and a beam template;
s15, repeating the steps S11-S14.
Preferably, the method further comprises the following steps after the step of S14:
adjusting the verticality of the large steel template through the adjustable supporting rod; the hanging height and the verticality of the current single-wall large steel formwork are adjusted through adjusting bolts in the middle of the large steel formwork.
Preferably, in S11, the wall positioning precast block a is precast by plain concrete with the same label as that of the wall of the current construction floor.
Preferably, the width a of the wall positioning precast block A is the same as the width of the shear wall of the current construction floor, and the thickness b of the wall positioning precast block A is 30-70 mm. The wall positioning precast block A is wedge-shaped or T-shaped or other similar shapes, plays a role of a wedge and plays a role of elevation.
Preferably, the thickness b of the wall positioning precast block A is 50 mm.
Preferably, more than 3 wall positioning precast blocks A are arranged on the upper surface of the cast wall concrete.
Preferably, the wall positioning precast block A is arranged at the positions of a plug plate and a wall bolt of a large-scale steel formwork of the wall.
Preferably, the beam positioning precast block B is precast by plain concrete with the same label as that of the beam of the currently constructed floor; the top surface elevation of the beam positioning precast block B is the same as the top surface elevation of the beam floor concrete of the current construction floor.
Preferably, when the beam formwork is erected, the beam bottom support is arranged on the beam positioning precast block B, and the beam positioning precast block B is arranged corresponding to the beam bottom support.
Preferably, in S13, when the large steel form is lifted to the second construction floor, the steel form for high-rise building construction and the handling frame are lifted by the integral lifting platform device.
The invention has the following advantages:
the invention changes the traditional large steel formwork supporting mode, adopts the suspended correction and fixing mode for the large steel formwork to construct, can realize that the wall formwork can be constructed after the construction of the top plate formwork is finished, and can also realize that the wall concrete can be cast after the pouring of the top plate concrete is finished, thereby ensuring the continuity of the woodworking and concrete construction, reducing the labor cost, improving the economic benefit of enterprises, shortening the construction period and improving the engineering quality.
Drawings
FIG. 1 is a schematic view of a suspended correction fixing formwork structure of a large steel formwork of a concrete shear wall.
Fig. 2 is a first schematic view of the position of the wall positioning precast block a according to the present invention.
Fig. 3 is a second enlarged schematic view of the placement position of the wall positioning precast block a of the present invention.
Fig. 4 is a schematic view of the horizontal position arrangement of the wall positioning precast block a of the present invention.
Fig. 5 is an enlarged schematic view of the wall positioning precast block a of the present invention.
Fig. 6 is an enlarged structural diagram of the placement position of the beam positioning precast block B of the present invention.
Fig. 7 is a schematic layout view of the beam positioning precast block B of the present invention.
Fig. 8 is an enlarged structural schematic view of the beam positioning precast block B of the present invention.
Fig. 9 is a schematic structural diagram of the beam positioning precast block B in size.
FIG. 10 is a schematic view of the structure of a large steel form for adjusting a wall according to the present invention.
FIG. 11 is a schematic view of the structure of the large steel form and beam form for installing the wall according to the present invention.
FIG. 12 is a schematic view of an adjusting bolt according to the present invention.
In the figure: 1-large steel form; 2-adjusting the bolt; 3-a top plate template; 4-positioning the prefabricated block A on the wall; 5-hanging the ribs; 6-adjustable supporting rods; 7-beam positioning precast block B; a, the width of the wall positioning precast block A; b, the thickness of the wall positioning precast block A; c, the width of the precast block B is positioned by the beam; d-beam positioning precast block B height.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings, in which the steel form described in this embodiment and the drawings is equivalent to a large steel form:
as shown in fig. 1, a method for correcting and fixing a formwork in suspension for a large steel formwork of a concrete shear wall comprises the following steps:
s11, when the pouring of the wall concrete on the current construction floor is just finished (the concrete is just poured and is not dried), arranging a wall positioning precast block A on the upper surface of the poured wall concrete; when beam concrete pouring on the current construction floor is just finished, a beam positioning precast block B is arranged on the upper surface of the poured beam concrete;
s12, when the strength of the concrete of the wall body of the current construction floor and the dried beam reaches a preset value, detaching the large steel template and the beam template, and spraying a separant;
s13, lifting the large steel formwork to a second construction floor position;
s14, determining the axis position through the wall positioning precast block A, and installing a large steel template and a beam template of a second construction floor;
s15, repeating the steps S11-S14.
In S11, the wall positioning precast block A is formed by prefabricating plain concrete with the same label as that of the wall of the current construction floor.
The width a of the wall positioning precast block A is as wide as the shear wall of the current construction floor, and the thickness b of the wall positioning precast block A is 30-70 mm.
The thickness b of the wall positioning precast block A is 50 mm.
More than 3 wall body positioning precast blocks A are arranged on the upper surface of the cast wall body concrete.
As shown in fig. 2-4, the wall positioning precast block a is arranged at the plug board and the wall bolt of the large steel formwork. The positioning precast block A is inserted into the top plate template, and the horizontal position of the positioning precast block A is arranged corresponding to the plug board and the wall-penetrating bolt of the large-scale steel template of the wall body. In fig. 3, there are also roof supports, also called roof formwork legs, arranged below the roof formwork; a concrete floor to be poured is arranged above the top plate template; in this embodiment, as shown in fig. 5, a is equal to the width of the shear wall, and b takes a value of 50mm or about; the distance between the embedded edge position of the positioning precast block A and the upper edge of the large steel template is used as the top plate concrete thickness, and in the embodiment, the top plate concrete thickness is 220 mm; the horizontal upper edge of the positioning precast block a is located at a distance of 50mm from the upper edge of the large steel formwork in this embodiment.
As shown in fig. 6-6, the beam positioning precast block B is specifically precast by plain concrete with the same reference number as that of the beam of the currently constructed floor; the top surface elevation of the beam positioning precast block B is the same as the top surface elevation of the beam floor concrete of the current construction floor. In this embodiment, as shown in fig. 9, c is 80mm, and d is 200 mm; when the beam formwork is erected, the beam bottom support is arranged on the beam positioning precast block B, and the beam positioning precast block B is perpendicular to the beam bottom support. The horizontal position of the positioning precast block B is arranged corresponding to the position of the beam bottom support.
As shown in fig. 10 to 8, in S13, when the large steel form is lifted to the second construction floor, the high-rise building construction steel form and the handling frame are used to lift the whole lifting platform device. The bottom edge of the large steel formwork is located at the top elevation position of the floor slab concrete slab, the hanging ribs penetrate through the upper edge of the large steel formwork and are fixed on the large steel formwork 1.5 meters away from the bottom edge of the large steel formwork, and after the large steel formwork is horizontally integrally lifted to a normal position, the horizontal deviation hanging height and the verticality of the large steel formwork of a single wall body are adjusted through adjusting bolts arranged 1.5 meters away from the bottom edge of the large steel formwork. And then installing the floor slab formwork. The axis position is determined through the wall body positioning precast block A, the large steel template and the beam template of the wall body of the layer are installed, the floor slab reinforcing steel bars are bound, and the process can be repeated after the ground floor slab concrete is poured.
As shown in fig. 12, in the above process, the verticality of the large steel form is adjusted by the adjustable support rod; the hanging height and the verticality of the current single-wall large steel formwork are adjusted through adjusting bolts in the middle of the large steel formwork.
When the technical scheme is implemented, the effect is better under the condition that the platform device is integrally lifted based on the 201420381693.9 high-rise building construction steel template and the operation frame; by adopting the concrete shear wall large steel formwork suspended correction fixing formwork method, disturbance of the large steel formwork of the wall body to the ground floor concrete when correction is fixed is avoided, the labor intensity of correction and fixation of the large steel formwork of the large wall body is reduced, the construction efficiency is improved, the wall formwork is positioned more accurately, the bottom edge of the large steel formwork of the wall body can be well attached to the concrete plate surface of the ground floor, and grout leakage when the concrete of the wall body is poured is avoided. The ground floor formwork and the wall formwork of the floor can be continuously carried out; during construction between layers, the horizontal position of the wall is determined through the pre-buried precast block A of the lower layer, and paying-off and welding positioning ribs are not needed, so that the technical effect that the time interval between the concrete pouring of the ground floor on the layer and the concrete pouring of the wall on the layer is short is achieved.
The present invention provides the above-mentioned preferred embodiments of the present invention, and it should be noted that, for those skilled in the art, it is possible to make several modifications and decorations without departing from the principle of the present invention, and these modifications and decorations should also be considered to be within the scope of the present invention.
Claims (10)
1. A method for suspending, correcting and fixing a formwork of a large steel formwork of a concrete shear wall is characterized by comprising the following steps:
s11, when the pouring of the wall concrete on the current construction floor is just finished, a wall positioning precast block A is arranged on the upper surface of the poured wall concrete; when beam concrete pouring on the current construction floor is just finished, a beam positioning precast block B is arranged on the upper surface of the poured beam concrete;
s12, when the strength of the concrete of the wall body of the current construction floor and the dried beam reaches a preset value, detaching the large steel template and the beam template, and spraying a separant;
s13, lifting the large steel formwork to a second construction floor position;
s14, determining the axis position through the wall positioning precast block A, and installing a second construction floor large steel template and a beam template;
s15, repeating the steps S11-S14.
2. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: the following steps are also included after S14:
adjusting the verticality of the large steel template through the adjustable supporting rod; the hanging height and the verticality of the current single-wall large steel formwork are adjusted through adjusting bolts in the middle of the large steel formwork.
3. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: in the step S11, the wall positioning precast block a is specifically precast by plain concrete with the same label as that of the wall of the current construction floor.
4. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: the width a of the wall positioning precast block A is as wide as that of the shear wall of the current construction floor, and the thickness b of the wall positioning precast block A is 30-70 mm.
5. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: the thickness b of the wall positioning precast block A is 50 mm.
6. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: more than 3 wall positioning precast blocks A are arranged on the upper surface of the cast wall concrete; the horizontal position of the wall positioning precast block A corresponds to the plug board and the wall penetrating bolt of the large-scale steel formwork of the wall.
7. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: the wall positioning precast block A is arranged at the plug board and the wall bolt of the large-scale steel template of the wall.
8. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: the beam positioning precast block B is specifically formed by prefabricating plain concrete with the same label as that of the beam of the currently constructed floor; the top surface elevation of the beam positioning precast block B is the same as the top surface elevation of the beam floor concrete of the current construction floor.
9. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: when the beam formwork is erected, the beam bottom support is arranged on the beam positioning precast block B, and the beam positioning precast block B and the beam bottom support are correspondingly arranged.
10. The method for suspending, correcting and fixing the formwork of the large steel formwork of the concrete shear wall according to claim 1, characterized in that: and S13, when the large steel formwork is lifted to the second construction floor, the large steel formwork is lifted by the high-rise building construction steel formwork and the operation frame integral lifting platform device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010866714.6A CN111809866A (en) | 2020-08-25 | 2020-08-25 | Suspended correction fixing formwork supporting method for large steel formwork of concrete shear wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010866714.6A CN111809866A (en) | 2020-08-25 | 2020-08-25 | Suspended correction fixing formwork supporting method for large steel formwork of concrete shear wall |
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| CN111809866A true CN111809866A (en) | 2020-10-23 |
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|---|---|---|---|
| CN202010866714.6A Pending CN111809866A (en) | 2020-08-25 | 2020-08-25 | Suspended correction fixing formwork supporting method for large steel formwork of concrete shear wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982959A (en) * | 2021-02-28 | 2021-06-18 | 晟通科技集团有限公司 | Pull tab type formwork system |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010049143A (en) * | 1999-12-17 | 2001-06-15 | 이상권 | Wall-climbing forming system using kicker block |
| CN1769623A (en) * | 2005-11-07 | 2006-05-10 | 中建一局建设发展公司 | Liftable hydraulic climbing template and construction method thereof |
| KR20100057293A (en) * | 2008-11-21 | 2010-05-31 | 코오롱건설주식회사 | Method for the continuous construction concrete wall using slide form |
| CN104164951A (en) * | 2014-07-04 | 2014-11-26 | 中建一局集团第三建筑有限公司 | Stair landing and construction method thereof |
| CN110761402A (en) * | 2019-10-10 | 2020-02-07 | 上海欧跃建筑安装工程有限公司 | Concrete pouring construction method for hysteresis synchronization construction of same floor of building floor slab |
-
2020
- 2020-08-25 CN CN202010866714.6A patent/CN111809866A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010049143A (en) * | 1999-12-17 | 2001-06-15 | 이상권 | Wall-climbing forming system using kicker block |
| CN1769623A (en) * | 2005-11-07 | 2006-05-10 | 中建一局建设发展公司 | Liftable hydraulic climbing template and construction method thereof |
| KR20100057293A (en) * | 2008-11-21 | 2010-05-31 | 코오롱건설주식회사 | Method for the continuous construction concrete wall using slide form |
| CN104164951A (en) * | 2014-07-04 | 2014-11-26 | 中建一局集团第三建筑有限公司 | Stair landing and construction method thereof |
| CN110761402A (en) * | 2019-10-10 | 2020-02-07 | 上海欧跃建筑安装工程有限公司 | Concrete pouring construction method for hysteresis synchronization construction of same floor of building floor slab |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112982959A (en) * | 2021-02-28 | 2021-06-18 | 晟通科技集团有限公司 | Pull tab type formwork system |
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Application publication date: 20201023 |