CN109252656B - High-rise building climbing template and assembling, pouring and lifting method - Google Patents
High-rise building climbing template and assembling, pouring and lifting method Download PDFInfo
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- CN109252656B CN109252656B CN201811091864.3A CN201811091864A CN109252656B CN 109252656 B CN109252656 B CN 109252656B CN 201811091864 A CN201811091864 A CN 201811091864A CN 109252656 B CN109252656 B CN 109252656B
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- lifting
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- 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)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A high-rise building climbing template and an assembling, pouring and lifting method. The climbing formwork is a formwork process integrating large formwork and sliding formwork processes and characteristics, is the same as the sliding formwork, is attached to a building vertical structure in a structural construction stage, and ascends layer by layer along with structural construction, so that the formwork does not occupy a construction field, but the construction process used at present cannot carry out subsection flowing water construction, and therefore the turnover rate of the formwork is low. The invention comprises the following components: concrete wall (1), concrete wall on install and wear wall bolt (5), concrete wall's lower extreme and fixing device (6) be connected, concrete wall's upper end and template (4) be connected, the template the fixing device be connected with supporting rack (2) through connecting device respectively, the supporting rack be connected with hoisting frame (3), the hoisting frame be connected with hoisting device (7). The invention is used for high-rise building construction.
Description
The technical field is as follows:
the invention relates to a high-rise building climbing template and an assembling, pouring and lifting method.
Background art:
climbing formwork (i.e. climbing formwork) is a formwork technology suitable for cast-in-place reinforced concrete vertical or inclined structure construction, such as walls, bridges, towers and the like. The template climbing formwork can be divided into two types, namely a scaffold climbing formwork (namely a template climbing frame and a scaffold climbing formwork) and a non-scaffold climbing formwork (namely a template climbing formwork). The climbing formwork technology in China starts in the later period of the 70 s of the 20 th century, and is developed and applied in Shanghai; the 'frameless creeping formwork' is firstly used for the construction of cast-in-place reinforced concrete engineering of a main building of a new and universal hotel in Beijing in the 80 th century. At present, three processes of mutual climbing of templates and climbing frames, mutual climbing of climbing frames and mutual climbing of templates and templates are developed and formed step by step, wherein the first process is the most common process. Climbing formwork is a formwork process integrating the processes and characteristics of a large formwork and a sliding formwork, and has the common advantages of the large formwork and the sliding formwork. Is especially suitable for super high-rise building construction. It is the same with sliding formwork, depends on building vertical structure at the structure construction stage, and the successive layer rises along with the structure construction, and the template can not occupy the construction site like this, also need not other perpendicular transportation equipment. In addition, the scaffold is provided with an operation scaffold, and the construction has reliable safety enclosure, so that an external scaffold does not need to be erected, and the scaffold is particularly suitable for building multi-storey or high-rise buildings on narrow sites. However, the construction process used at present cannot implement the sectional flow construction, so the turnover rate of the template is low.
The invention content is as follows:
the invention aims to provide a high-rise building climbing template and an assembling, pouring and lifting method.
The above purpose is realized by the following technical scheme:
a high-rise building climbing template comprises the following components: the concrete wall, the concrete wall on install the wall bolt that wears, the lower extreme and the fixing device of concrete wall be connected, the upper end and the template of concrete wall be connected, the template, fixing device be connected with the supporting rack through connecting device respectively, the supporting rack be connected with the hoisting frame, the hoisting frame be connected with hoisting device.
A method for assembling climbing formwork of high-rise building includes the steps of firstly pouring a section of wall with the height of 1.3-1.6m on a wall base by using a conventional formwork erecting method, and embedding wall penetrating bolts at certain intervals, wherein the assembling procedure is as follows:
(1) each supporting frame is fixed on the wall body through a through-wall bolt;
(2) lifting the lifting frame to be matched with the supporting frame sleeve in an inserting way, and temporarily fixing the lifting frame and the supporting frame at the height of the formwork;
(3) a lifting device is arranged between the supporting frame and the lifting frame, so that the lifting frame is hung on the supporting frame;
(4) installing operation support frames on the lifting frames to ensure that adjacent lifting frames are connected with the enclosure by using the springboards;
(5) after the position of each lifting frame is aligned, an inner template and an outer template are arranged on the lifting frames, a screw rod is arranged on each template to adjust the inclination and demoulding of the template, and the lower opening of each template is attached to the surface of poured concrete; the templates between the adjacent lifting frames can be connected into a whole so as to be lifted in a subarea manner;
the spacing between the lifting frames is generally 1.5m, the construction load of each lifting frame is not more than 10kN, and the common small-sized lifting machine can be used.
A method for pouring and lifting climbing formwork of high-rise building includes that after the whole formwork structure is assembled and is lifted up to be qualified, a first section of concrete can be poured, after the concrete reaches demolding strength, a lead screw is rotated to pull the formwork away from the concrete surface, a lifting device is started to enable a lifting frame to lift the formwork and an operation frame to a pouring height, the position of the formwork is readjusted and fixed, and then a second section of concrete is poured, wherein the lifting frame, the formwork and the newly poured concrete are combined into a whole to bear certain construction load, connection of a supporting frame and a wall surface can be removed, and weight falls on the lifting frame; starting the lifting device to enable the supporting frame to lift a pouring elevation by taking the lifting frame as an acting point, fixing the supporting frame with the wall surface through the wall penetrating bolt, and pouring the next section of concrete; the operation is repeated until reaching the top of the wall.
Has the advantages that:
the lifting frame is provided with the template and the operation platform and is supported and hung on the supporting frame; the support frame is a simple frame, is inserted into the lifting frame, and has a fastening device at the lower end to be fixed on the hardened concrete wall surface at the lower opening of the formwork. The upper end of the supporting frame extends out of the top of the lifting frame, and a lifting device can be installed to bear and lift all loads of the lifting frame.
Description of the drawings:
FIG. 1 is a schematic representation of the present invention as it is being poured into a first section of concrete.
FIG. 2 is a schematic representation of the present invention during the pouring of a second length of concrete.
The specific implementation mode is as follows:
example 1:
a high-rise building climbing template comprises the following components: the concrete wall comprises a concrete wall 1, wherein wall penetrating bolts 5 are installed on the concrete wall, the lower end of the concrete wall is connected with a fixing device 6, the upper end of the concrete wall is connected with a template 4, the template and the fixing device are respectively connected with a supporting frame 2 through connecting devices, the supporting frame is connected with a lifting frame 3, and the lifting frame is connected with a lifting device 7.
The chain block is hung on the top of the supporting frame, and the lifting frame can be fixed with the supporting frame after being lifted to a required position. The chain block is hung at the top of the lifting frame and can be used for lifting the supporting frame.
A lead screw jack is arranged between the lifting frame and the supporting frame. Forward or reverse rotation of the lead screw may lift the support frame or lift frame, respectively.
The hydraulic jack used for the sliding formwork is slightly modified and can be used as a lifting device for climbing the formwork. A section of a suspension rod with the diameter of 25-32 ram is used, the lower end of the suspension rod is fixed at the top of the lifting frame, the upper end of the suspension rod is hung by a jack inversely arranged at the top of the supporting frame, and if a double-acting jack is adopted, the supporting frame and the lifting frame can be respectively lifted; if a single-acting jack is adopted, the supporting frame needs to be lifted by a chain block.
Example 2:
a method for assembling climbing formwork of high-rise building includes the steps of firstly pouring a section of wall with the height of 1.3-1.6m on a wall base by using a conventional formwork erecting method, and embedding wall penetrating bolts at certain intervals, wherein the assembling procedure is as follows:
(1) each supporting frame is fixed on the wall body through a through-wall bolt;
(2) lifting the lifting frame to be matched with the supporting frame sleeve in an inserting way, and temporarily fixing the lifting frame and the supporting frame at the height of the formwork;
(3) a lifting device is arranged between the supporting frame and the lifting frame, so that the lifting frame is hung on the supporting frame;
(4) installing operation support frames on the lifting frames to ensure that adjacent lifting frames are connected with the enclosure by using the springboards;
(5) after the position of each lifting frame is aligned, an inner template and an outer template are arranged on the lifting frames, a screw rod is arranged on each template to adjust the inclination and demoulding of the template, and the lower opening of each template is attached to the surface of poured concrete; the templates between the adjacent lifting frames can be connected into a whole so as to be lifted in a subarea manner;
the spacing between the lifting frames is generally 1.5m, the construction load of each lifting frame is not more than 10kN, and the common small-sized lifting machine can be used.
Example 3:
a method for pouring and lifting climbing formwork of high-rise building includes that after the whole formwork structure is assembled and is lifted up to be qualified, a first section of concrete can be poured (as shown in figure 1), after the concrete reaches demolding strength, a screw rod is rotated to pull the formwork away from the concrete surface, a lifting device is started to enable a lifting frame to lift the formwork and an operation frame to a pouring height, the formwork position is readjusted and fixed, a second section of concrete is poured (as shown in figure 2), and at the moment, the lifting frame, the formwork and the newly poured concrete are combined into a whole to bear certain construction load, connection of a supporting frame and a wall surface can be detached, and weight falls on the lifting frame; starting the lifting device to enable the supporting frame to lift a pouring elevation by taking the lifting frame as an acting point, fixing the supporting frame with the wall surface through the wall penetrating bolt, and pouring the next section of concrete; the operation is repeated until reaching the top of the wall.
Claims (2)
1. A high-rise building climbing template comprises the following components: concrete wall, characterized by: the concrete wall is provided with wall penetrating bolts, the lower end of the concrete wall is connected with a fixing device, the upper end of the concrete wall is connected with a template, the template and the fixing device are respectively connected with a supporting frame through connecting devices, the supporting frame is connected with a lifting frame, and the lifting frame is connected with a lifting device; a screw jack is arranged between the lifting frame and the supporting frame;
the chain block is hung at the top of the supporting frame, and the lifting frame is fixed with the supporting frame after being lifted to a required position; the chain block is hung at the top of the lifting frame and used for lifting the supporting frame;
a section of a suspension rod with the diameter of 25-32 ram is used, the lower end of the suspension rod is fixed at the top of the lifting frame, and the upper end of the suspension rod is hung by a jack inversely arranged at the top of the supporting frame;
the distance between the lifting frames is 1.5m, the construction load of each lifting frame is not more than 10kN, the lifting frames are provided with a template and an operation platform and are supported and hung on a supporting frame, the supporting frame is a simple frame and is inserted into the lifting frames, the lower ends of the supporting frame are provided with fastening devices and fixed on the hardened concrete wall surface at the lower opening of the template, and the upper ends of the supporting frames extend out of the tops of the lifting frames and can be provided with the lifting devices;
the assembling method of the high-rise building climbing formwork comprises the following steps of firstly pouring a section of wall body with the height of 1.3-1.6m on a wall base by using a conventional formwork erecting method, and embedding wall penetrating bolts at certain intervals, wherein the assembling procedure is as follows:
(1) each supporting frame is fixed on the wall body through a through-wall bolt;
(2) lifting the lifting frame to be matched with the supporting frame sleeve in an inserting way, and temporarily fixing the lifting frame and the supporting frame at the height of the formwork;
(3) a lifting device is arranged between the supporting frame and the lifting frame, so that the lifting frame is hung on the supporting frame;
(4) installing operation support frames on the lifting frames to ensure that adjacent lifting frames are connected with the enclosure by using the springboards;
(5) after the position of each lifting frame is aligned, an inner template and an outer template are arranged on the lifting frames, a screw rod is arranged on each template to adjust the inclination and demoulding of the template, and the lower opening of each template is attached to the surface of poured concrete; the templates between several adjacent lifting frames can be connected into one piece so as to be lifted in a subarea mode.
2. A method for filling and lifting the climbing formwork of the high-rise building according to claim 1, which comprises the following steps: after the whole template structure is assembled and the trial lifting is qualified, a first section of concrete can be poured, after the concrete reaches the demolding strength, the screw rod is rotated to pull the template away from the concrete surface, the lifting device is started to enable the lifting frame to lift the template and the operation frame by a pouring elevation, the position of the template is readjusted and fixed, and then a second section of concrete is poured, at the moment, the lifting frame, the template and the newly poured concrete are combined into a whole, a certain construction load can be borne, the connection between the support frame and the wall surface can be removed, and the weight falls on the lifting frame; starting the lifting device to enable the supporting frame to lift a pouring elevation by taking the lifting frame as an acting point, fixing the supporting frame with the wall surface through the wall penetrating bolt, and pouring the next section of concrete; the operation is repeated until reaching the top of the wall.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811091864.3A CN109252656B (en) | 2018-09-20 | 2018-09-20 | High-rise building climbing template and assembling, pouring and lifting method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811091864.3A CN109252656B (en) | 2018-09-20 | 2018-09-20 | High-rise building climbing template and assembling, pouring and lifting method |
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| CN109252656A CN109252656A (en) | 2019-01-22 |
| CN109252656B true CN109252656B (en) | 2021-07-16 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111101710B (en) * | 2019-12-27 | 2021-10-26 | 天庭无人建造(广东)科技有限公司 | Automatic preparation method of building material |
| CN111608388B (en) * | 2020-05-26 | 2021-09-17 | 北京崇建工程有限公司 | Aluminum mold transmission device and transmission method |
| CN111996918B (en) * | 2020-08-27 | 2022-02-01 | 绍兴其顺桥梁设备有限公司 | Template system of hollow high pier and installation and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1266948B (en) * | 1962-02-28 | 1968-04-25 | Kunz Alfred & Co | Climbing formwork for concreting tower-like structures |
| CN202090591U (en) * | 2010-07-27 | 2011-12-28 | 江苏和平建设集团有限公司 | Lift type climbing formwork of building operations |
| CN102345381A (en) * | 2011-10-12 | 2012-02-08 | 四川路桥建设股份有限公司 | Hydraulic creeping formwork system and creeping formwork construction method |
| CN104120877A (en) * | 2013-04-28 | 2014-10-29 | 深圳市特辰科技股份有限公司 | Hydraulic formwork creeping system and formwork creeping method |
| CN103556816B (en) * | 2008-03-25 | 2016-06-22 | Peri有限公司 | Including the guide rail of lifting rail extension piece lead from climbing formwork system |
-
2018
- 2018-09-20 CN CN201811091864.3A patent/CN109252656B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1266948B (en) * | 1962-02-28 | 1968-04-25 | Kunz Alfred & Co | Climbing formwork for concreting tower-like structures |
| CN103556816B (en) * | 2008-03-25 | 2016-06-22 | Peri有限公司 | Including the guide rail of lifting rail extension piece lead from climbing formwork system |
| CN202090591U (en) * | 2010-07-27 | 2011-12-28 | 江苏和平建设集团有限公司 | Lift type climbing formwork of building operations |
| CN102345381A (en) * | 2011-10-12 | 2012-02-08 | 四川路桥建设股份有限公司 | Hydraulic creeping formwork system and creeping formwork construction method |
| CN104120877A (en) * | 2013-04-28 | 2014-10-29 | 深圳市特辰科技股份有限公司 | Hydraulic formwork creeping system and formwork creeping method |
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