CN114033136A - Construction method for sharing high formwork support and subsequent filling frame - Google Patents
Construction method for sharing high formwork support and subsequent filling frame Download PDFInfo
- Publication number
- CN114033136A CN114033136A CN202111504712.3A CN202111504712A CN114033136A CN 114033136 A CN114033136 A CN 114033136A CN 202111504712 A CN202111504712 A CN 202111504712A CN 114033136 A CN114033136 A CN 114033136A
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- Prior art keywords
- frame
- high formwork
- wall body
- support
- formwork support
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- 238000009415 formwork Methods 0.000 title claims abstract description 51
- 238000010276 construction Methods 0.000 title claims abstract description 21
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 238000000034 method Methods 0.000 claims abstract description 13
- 238000005034 decoration Methods 0.000 claims abstract description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 12
- 229910052742 iron Inorganic materials 0.000 claims description 6
- 238000007599 discharging Methods 0.000 claims description 2
- 239000002699 waste material Substances 0.000 abstract description 3
- 239000011505 plaster Substances 0.000 abstract description 2
- 239000010977 jade Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Images
Classifications
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/14—Comprising essentially pre-assembled two-dimensional frame-like elements, e.g. of rods in L- or H-shape, with or without bracing
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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
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/15—Scaffolds primarily resting on the ground essentially comprising special means for supporting or forming platforms; Platforms
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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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
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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
- E04G21/16—Tools or apparatus
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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
- E04G21/16—Tools or apparatus
- E04G21/20—Tools or apparatus for applying mortar
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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
- E04G25/00—Shores or struts; Chocks
- E04G25/02—Shores or struts; Chocks non-telescopic
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 discloses a construction method for sharing a high formwork support frame and a subsequent filling frame, and belongs to the technical field of high formwork support engineering construction. The high formwork support formed by the method of the invention is composed of a top layer frame, a wall body frame, an additional transverse pipe, a steel plate net and a ceiling decorating frame. Before setting up the high formwork support body, consider wall body frame, ceiling decoration frame, once only set up the completion, set up the in-process at high formwork support increase violently manage and the steel sheet net can, in high formwork structure work progress, there is the horizontal net protection at ceiling decoration frame top, the security performance has been improved, after the structure construction is accomplished, only need demolish the top layer frame, demolish ceiling template, just can utilize this high formwork to carry out follow-up ceiling fitment and work such as wall body masonry, plaster, and is convenient simple, do not cause the secondary waste, improve work efficiency.
Description
Technical Field
The invention relates to the technical field of construction of high formwork supporting engineering of buildings, in particular to a common construction method for a high formwork supporting frame and a subsequent filling frame.
Background
At present, in order to reach the result of use in the building engineering, high spatial structure is more general, for example, areas such as hall, meeting room, studio, all will set up high formwork scaffold in the structure work progress, follow-up masonry wall body, plaster and canopy top dress all will set up the scaffold in repairing into simultaneously, because highly higher, adopt movable scaffold security performance not to reach, and the rent is also great, adopt the second time scaffold to set up the in-process, high formwork scaffold still need demolish, arrange in order, the transportation, repeatedly set up and satisfy follow-up wall body and build and ceiling fitment, caused a large amount of manpowers, the waste of material, and the influence is great.
Disclosure of Invention
1. Technical problem to be solved by the invention
The invention aims to overcome the defects of the prior art and provides a common construction method for a high formwork and a subsequent filling frame. Before the high formwork support body is erected, the wall body frame and the ceiling decorating frame are considered, the erection is completed at one time, and after the structure construction is completed, the subsequent ceiling decoration, wall masonry, plastering and other work can be carried out by using the high formwork support body only by detaching the top layer frame and the ceiling template.
2. Technical scheme
In order to achieve the purpose, the technical scheme provided by the invention is as follows:
the invention discloses a construction method for sharing a high formwork support and a subsequent filling frame, which has the specific technical scheme that:
a common construction method for a high formwork support and a subsequent filling frame is characterized in that: the high formwork support consists of a ceiling decorating frame, a top layer frame and a wall body frame;
the method comprises the following steps: the construction of the structure mainly comprises top plate support and beam support construction, all the top plate support and the beam support construction are erected by scaffold steel pipes, all the steel pipes are connected by fasteners, the support intervals of the beams are erected according to the support modulus of the plates, and beam bottom support rods are added in a formwork supporting grid;
step two: discharging the position where a subsequent wall body needs to be built, wherein the high formwork support frame firstly sets up two side frames of the wall body, a first row of frame bodies of the high formwork support frame are set up at the position close to the wall body, then a second row of frame bodies, a third row of frame bodies, a fourth row of frame bodies, a fifth row of frame bodies and the like are sequentially set up, the set up frame bodies are all sequentially set up from two sides of the wall body to the middle, the number of scaffold steel pipe supports is increased in a support grid at the bottom of a beam, and the scaffold steel pipe supports are connected by fasteners until the plane layout of the frame bodies is completed;
step three: when the high formwork support frame is erected at a height close to the ceiling, a horizontal steel pipe is additionally arranged in the formwork on the plane to form a horizontal steel pipe net, a steel plate net is laid on the plane, the steel plate net and a plane scaffold steel pipe are firmly bound and fixed by iron wires to form an operation platform, personnel can carry out decoration work of the ceiling on the operation platform, and continue to erect a top layer frame to serve as a structural support system;
step four: every section of height in the wall body frame, increasing horizontal pipes in the forming area of the first row and the second row of frames along the longitudinal direction of the wall body, laying a steel plate net on the horizontal pipes, wherein the steel plate net is firmly fixed with the horizontal steel pipes by adopting iron wires, and the plane is an operation surface for wall body masonry decoration;
after the structure is constructed, a person removes a top layer frame body and a structure template from a ceiling decorating frame top platform, and the high formwork support can meet ceiling decoration; and (3) dismantling a steel pipe influencing the wall body in the high formwork support, building and plastering the wall body, and forming the high formwork support and the subsequent filling frame into a whole.
Furthermore, in the first step, the space between the longitudinal direction of the wall body operating frame and the grid of the high formwork is consistent.
3. Advantageous effects
Compared with the prior art, the technical scheme provided by the invention has the following beneficial effects:
the method changes the existing method for setting up the scaffold twice, only needs one-time setting up, only needs to add the transverse pipes and the steel plate nets in the setting up process of the high formwork support, and has horizontal net protection at the top of the ceiling decorative frame in the construction process of the high formwork support structure, thereby improving the safety performance, simultaneously satisfying the follow-up ceiling decoration and wall masonry work, being convenient and simple, not causing secondary waste, and improving the working efficiency.
Drawings
FIG. 1 is a schematic structural diagram of the present invention.
In the figure: 1. a high formwork support; 2. a top shelf; 3. a wall frame; 4. adding a transverse pipe; 5. steel plate nets; 6. building a wall body; 7. ceiling decorating frame.
Detailed Description
The invention is further described with reference to the following figures and examples:
as can be seen from fig. 1, the construction method for the high formwork support and the subsequent filling frame of the embodiment includes the following steps:
the method comprises the following steps: the high formwork support frame is composed of a ceiling decorating frame 7, a top layer frame 2 and a wall body frame 3, a roof support and a beam support are mainly used during structural construction, all scaffold steel pipes are erected, all the steel pipes are connected through fasteners, the supporting distance of the common roof support is 900mmx900mm, the supporting distance of the beam is erected according to the supporting modulus of the plate, a beam bottom supporting rod is additionally arranged in a 900mmx900mm grid, the transverse width of the wall body operating frame is generally 800mm, the distance between the longitudinal direction and the high formwork grid is consistent, and the height of the ceiling decorating frame 7 from the bottom of the structure is 2000 mm.
Step two: the method comprises the following steps that positions (generally, walls are located at beam bottoms and are also beam bottom supporting positions) of walls to be built subsequently are discharged, high formwork support frames 1 are erected on two side frames of the walls firstly, first row of frame bodies of the high formwork are erected at positions 300mm away from the walls, then second row of frame bodies are erected at positions 800mm away from the first row of frame bodies, then third row of frame bodies are erected at positions 900mm away from the second row of frame bodies, the fourth row of frame bodies, the fifth row of frame bodies and the like are analogized in sequence according to 900mm intervals, all the erected frame bodies are erected from two sides of the walls to the middle in sequence, the number of scaffold steel pipe supports is increased in 900mmx900mm grids at the beam bottoms, and the scaffold steel pipe supports are connected by fasteners until the plane arrangement of the frame bodies is completed.
Step three: when the height of the high formwork support 1 is 2000mm away from the ceiling, a horizontal steel pipe is additionally arranged in 900mmx900mm on the plane to form a horizontal steel pipe net of 450mmx900mm, a steel plate net 5 is laid on the plane, the steel plate net 5 and the plane scaffold steel pipe are firmly bound and fixed by 10# iron wires to form an operation platform, and personnel can carry out ceiling decoration and finishing work on the operation platform, continue to set up a top layer frame and serve as a structural support system.
Step four: every 1800mm of height of wall body frame 3, at 800mm wide support body plane (first row and second bent formation region) along the vertical increase horizontal pipe 4 of wall body (utilize scaffold steel pipe and the fastener that the roof rack demolishd), lay steel sheet net 5 on this face, steel sheet net 5 adopts 10# iron wire and this face horizontal steel pipe fixed firm, this plane is the operation face of wall body building fitment, safe and reliable.
After the structure is constructed, a person removes a top layer frame body and a structural template from a platform at the top of a ceiling decorating frame 7, the high formwork support 1 at the moment can meet ceiling decoration, the operation is convenient, the safety coefficient of the person operation in the process of removing the structural template is improved, a steel pipe (generally a beam bottom lower support system) which influences a wall body in the high formwork support is removed, the wall body can be built and plastered, and the high formwork support integrates subsequent filling frames (a wall body frame and the ceiling decorating frame), is safe and reliable, is erected at one time, and is convenient and economical.
The method is successfully applied to intelligent city (intelligent funeral and jade) projects in funeral and jade counties.
The present invention and its embodiments have been described above schematically, without limitation, and what is shown in the drawings is only one of the embodiments of the present invention, and the actual structure is not limited thereto. Therefore, if the person skilled in the art receives the teaching, without departing from the spirit of the invention, the person skilled in the art shall not inventively design the similar structural modes and embodiments to the technical solution, but shall fall within the scope of the invention.
Claims (2)
1. A common construction method for a high formwork support and a subsequent filling frame is characterized in that: the high formwork support consists of a ceiling decorating frame, a top layer frame and a wall body frame;
the method comprises the following steps: the construction of the structure mainly comprises top plate support and beam support construction, all the top plate support and the beam support construction are erected by scaffold steel pipes, all the steel pipes are connected by fasteners, the support intervals of the beams are erected according to the support modulus of the plates, and beam bottom support rods are added in a formwork supporting grid;
step two: discharging the position where a subsequent wall body needs to be built, wherein the high formwork support frame firstly sets up two side frames of the wall body, a first row of frame bodies of the high formwork support frame are set up at the position close to the wall body, then a second row of frame bodies, a third row of frame bodies, a fourth row of frame bodies, a fifth row of frame bodies and the like are sequentially set up, the set up frame bodies are all sequentially set up from two sides of the wall body to the middle, the number of scaffold steel pipe supports is increased in a support grid at the bottom of a beam, and the scaffold steel pipe supports are connected by fasteners until the plane layout of the frame bodies is completed;
step three: when the high formwork support frame is erected at a height close to the ceiling, a horizontal steel pipe is additionally arranged in the formwork on the plane to form a horizontal steel pipe net, a steel plate net is laid on the plane, the steel plate net and a plane scaffold steel pipe are firmly bound and fixed by iron wires to form an operation platform, personnel can carry out decoration work of the ceiling on the operation platform, and continue to erect a top layer frame to serve as a structural support system;
step four: every section of height in the wall body frame, increasing horizontal pipes in the forming area of the first row and the second row of frames along the longitudinal direction of the wall body, laying a steel plate net on the horizontal pipes, wherein the steel plate net is firmly fixed with the horizontal steel pipes by adopting iron wires, and the plane is an operation surface for wall body masonry decoration;
after the structure is constructed, a person removes a top layer frame body and a structure template from a ceiling decorating frame top platform, and the high formwork support can meet ceiling decoration; and (3) dismantling a steel pipe influencing the wall body in the high formwork support, building and plastering the wall body, and forming the high formwork support and the subsequent filling frame into a whole.
2. The industrial crowbar lifting aid of claim 1, wherein: in the first step, the distance between the longitudinal direction of the wall body operating frame and the grid of the high formwork is consistent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111504712.3A CN114033136A (en) | 2021-12-10 | 2021-12-10 | Construction method for sharing high formwork support and subsequent filling frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111504712.3A CN114033136A (en) | 2021-12-10 | 2021-12-10 | Construction method for sharing high formwork support and subsequent filling frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114033136A true CN114033136A (en) | 2022-02-11 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111504712.3A Pending CN114033136A (en) | 2021-12-10 | 2021-12-10 | Construction method for sharing high formwork support and subsequent filling frame |
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| Country | Link |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203879006U (en) * | 2014-04-02 | 2014-10-15 | 中国建筑第八工程局有限公司 | Template support system with duplex structure |
| CN105863257A (en) * | 2016-02-05 | 2016-08-17 | 宇杰集团股份有限公司 | Slab-beam separation type high-formwork support connected support building method of multilayered/high-rise reinforced concrete structure |
| CN113513160A (en) * | 2021-03-16 | 2021-10-19 | 中国建筑第二工程局有限公司 | Construction method of basement high and large formwork support system |
-
2021
- 2021-12-10 CN CN202111504712.3A patent/CN114033136A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203879006U (en) * | 2014-04-02 | 2014-10-15 | 中国建筑第八工程局有限公司 | Template support system with duplex structure |
| CN105863257A (en) * | 2016-02-05 | 2016-08-17 | 宇杰集团股份有限公司 | Slab-beam separation type high-formwork support connected support building method of multilayered/high-rise reinforced concrete structure |
| CN113513160A (en) * | 2021-03-16 | 2021-10-19 | 中国建筑第二工程局有限公司 | Construction method of basement high and large formwork support system |
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Application publication date: 20220211 |