CN114525929A - Punching-free construction device and construction method for two-structure wall - Google Patents
Punching-free construction device and construction method for two-structure wall Download PDFInfo
- Publication number
- CN114525929A CN114525929A CN202210137784.7A CN202210137784A CN114525929A CN 114525929 A CN114525929 A CN 114525929A CN 202210137784 A CN202210137784 A CN 202210137784A CN 114525929 A CN114525929 A CN 114525929A
- Authority
- CN
- China
- Prior art keywords
- steel wire
- reserved steel
- aluminum template
- screw
- wall
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 64
- 239000010959 steel Substances 0.000 claims abstract description 64
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 47
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 47
- 230000000149 penetrating effect Effects 0.000 claims abstract description 11
- 239000000956 alloy Substances 0.000 claims abstract description 9
- 229910045601 alloy Inorganic materials 0.000 claims abstract description 9
- 238000000034 method Methods 0.000 claims abstract description 8
- 229920001971 elastomer Polymers 0.000 claims abstract description 7
- 238000004804 winding Methods 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 5
- 229920001821 foam rubber Polymers 0.000 claims description 2
- 230000037303 wrinkles Effects 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 8
- 239000002023 wood Substances 0.000 abstract description 5
- 239000002699 waste material Substances 0.000 abstract description 4
- 239000000853 adhesive Substances 0.000 description 2
- 230000001070 adhesive effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 239000006260 foam Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
Images
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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/02—Coverings or linings, e.g. for walls or ceilings of plastic materials hardening after applying, e.g. plaster
- E04F13/04—Bases for plaster
- E04F13/047—Plaster carrying meshes
-
- 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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/075—Tying means, the tensional elements of which are fastened or tensioned by other means
- E04G17/0751—One-piece elements
- E04G17/0754—One-piece elements remaining completely or partially embedded in the cast material
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/06—Forming boards or similar elements the form surface being of metal
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a two-structure wall body punching-free construction device and a construction method, wherein the construction device comprises: the reserved steel wire is wound on the tie bars in the two-structure wall body; the aluminum template is provided with screws at intervals in pairs on the side wall of one side of the aluminum template, a hole is formed between each pair of screws, and the free end of the reserved steel wire penetrates out of the hole and is wound on the screw and then is connected to the wall surface steel wire net; the rubber gasket is correspondingly arranged on the screw in a penetrating way; the alloy gasket is correspondingly arranged on the screw in a penetrating way, and the alloy gasket is relatively far away from the aluminum template; and the screw cap is correspondingly and spirally connected on the screw rod so as to compact the reserved steel wire on the aluminum template by utilizing the gasket. The two structural areas are integrally poured, so that compared with the conventional process, the waste of materials such as wood templates, split screws, sleeves, plugging hole filling materials and the like can be avoided.
Description
Technical Field
The invention relates to the technical field of house construction, in particular to a punching-free construction device and a construction method for a two-structure wall.
Background
At present, the common construction method of domestic house construction site in two-structure construction is as follows: firstly, drilling holes, then penetrating through the opposite-pulling screw rods so as to use the opposite-pulling screw rods to draw the wood formwork, and then carrying out construction of two structures. The process is easy to cause the waste of materials such as wood templates, oppositely-pulling screws, sleeves, plugging hole filling materials and the like after being used in a large area, and the problem that the wall surface of the two structures is easy to crack exists under the construction process.
Disclosure of Invention
Aiming at the problems, the punching-free construction device and the construction method for the two-structure wall are provided.
The specific technical scheme is as follows:
the invention provides a punching-free construction device for a two-structure wall, which is characterized by comprising the following components:
the reserved steel wire is wound on the tie bars in the two-structure wall body;
the aluminum template is provided with screws at intervals in pairs on the side wall of one side of the aluminum template, a hole is formed between each pair of screws, and the free end of the reserved steel wire penetrates out of the hole and is wound on the screw and then is connected to the wall surface steel wire net;
the rubber gasket is correspondingly arranged on the screw in a penetrating way;
the alloy gasket is correspondingly arranged on the screw in a penetrating way, and is relatively far away from the aluminum template; and
and the nut is correspondingly and spirally connected on the screw rod so as to compact the reserved steel wire on the aluminum template by utilizing the gasket.
The two-structure wall punching-free construction device is characterized in that the screws are arranged in pairs from top to bottom.
The second aspect of the present invention provides a construction method using the above two-structure wall body perforation-free construction device, which has the following features:
1) building a wall according to a design scheme, wherein in the building process, the reserved steel wires are wound around the tie bars for one circle and then the length of the reserved steel wires is kept;
2) adhering foam rubber at the edge of the wall body, enabling the aluminum template to be close to the wall body, then enabling the free end of the reserved steel wire to penetrate through the hole in the aluminum template, enabling the aluminum template to be tightly attached to the edge of the wall body, straightening the free end of the reserved steel wire and winding the straightened free end on the screw rod, and enabling the aluminum template to be tightly attached to the wall surface under the action of the reserved steel wire;
3) sequentially penetrating a rubber gasket and an alloy gasket on the screw rod, and screwing a nut to compact the reserved steel wire on the aluminum template;
4) after the acceptance is qualified, pouring concrete from the top of the aluminum template, and vibrating and compacting;
5) sequentially dismantling and recycling the screw cap, the gasket and the aluminum template;
6) and (4) sequentially carrying out plastering cake and napping treatment, connecting the free end of the reserved steel wire to the wall steel wire mesh, and finally carrying out plastering construction on the wall of the two-structure wall.
The construction method is also characterized in that the reserved steel wire is wound around one screw rod for one circle in the step 2), then wound around the other screw rod for one circle, and repeatedly wound in the same way until the reserved steel wire is wound completely, the reserved steel wire is straightened by exerting force after being wound for one circle every time, and the reserved steel wire is ensured to be straight without folds before being wound every time.
The construction method described above is also characterized in that the winding direction of each screw in the pair of screws in step 2) is opposite.
The construction method also has the characteristics that whether the aluminum template is tightly connected with the wall body without a gap or not, whether the reserved steel wire is straightened or not and whether the nut is fixed firmly or not are sequentially checked during acceptance in the step 4).
The beneficial effect of above-mentioned scheme is:
1) according to the invention, the aluminum template is tied on two sides of the two structural areas through the reserved steel wires wound on the tie bars, so that a pouring area is formed by encircling the aluminum template and the wall body, and the reserved steel wires and the wall surface steel wire mesh can be welded and connected after subsequent pouring, so that mortar in the plastering layer can be sequentially transmitted to the main body structure through the wall surface steel wire mesh, the reserved steel wires and the tie bars to transfer stress to the main body structure through the constructional columns, and the effect of enhancing the quality of the plastering layer is achieved;
2) the two structural areas are integrally poured, so that compared with the conventional process, the waste of materials such as wood templates, split screws, sleeves, plugging hole filling materials and the like can be avoided.
Drawings
Fig. 1 is a schematic view of a construction apparatus provided in an embodiment of the present invention;
fig. 2 is a schematic structural diagram of an aluminum template provided in an embodiment of the present invention.
In the drawings: 1. reserving a steel wire; 2. an aluminum template; 3. a screw; 4. a hole; 5. and (4) a nut.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict.
The invention is further described with reference to the following drawings and specific examples, which are not intended to be limiting.
As shown in fig. 1 and 2, the construction apparatus provided in the embodiment of the present invention includes a reserved steel wire 1, wherein the reserved steel wire 1 is wound on tie bars in a two-component wall; the aluminum formwork 2 is provided with screw rods 3 in pairs (the screw rods 3 are arranged in pairs from top to bottom in the invention) on the side wall of one side of the aluminum formwork 2, a hole 4 is arranged between each pair of screw rods 3, and the free end of the reserved steel wire 1 penetrates through the hole 4 and is wound on the screw rod 3 and then is connected to the wall surface steel wire net; the rubber gasket is correspondingly arranged on the screw rod 3 in a penetrating way; the alloy gasket correspondingly penetrates through the screw 3 and is relatively far away from the aluminum template 2; and the nut 5, the nut 5 is correspondingly screwed on the screw rod 3.
According to the invention, the aluminum template 2 is tied at two sides of the two-structure area through the reserved steel wires 1 wound on the tie bars, so that the aluminum template 2 and the existing wall body are encircled to form the pouring area, thereby facilitating the pouring formation of the two-structure area.
According to the invention, the friction surface is increased through the gasket, so that the reserved steel wires 1 are compacted on the aluminum template 2 by means of the nut 5 and the gasket.
The construction method using the construction device comprises the following steps:
1) building a wall according to a design scheme, wherein in the building process, the reserved steel wire 1 is wound around the tie bar for one circle and then the length of a part is reserved;
2) adhering foam adhesive to the edge of the wall, enabling the aluminum template 2 to be close to the wall, then enabling the free end of the reserved steel wire 1 to penetrate through the hole 4 in the aluminum template 2, enabling the aluminum template 2 to be tightly attached to the edge of the wall, straightening the free end of the reserved steel wire 1 and winding the straightened free end on the screw rod 3, and enabling the aluminum template 2 to be tightly attached to the wall under the action of the reserved steel wire 1 and the foam adhesive;
3) sequentially penetrating a rubber gasket and an alloy gasket on the screw rod 3, and screwing the screw cap 5 to compact the reserved steel wire 1 on the aluminum template 2;
4) after the acceptance is qualified, pouring concrete into the aluminum formwork 2 from the top, and vibrating and compacting;
5) the screw cap 5, the gasket and the aluminum template 2 are sequentially removed and reused;
6) and (3) sequentially carrying out plastering cake and napping treatment, connecting the free end of the reserved steel wire 1 to the wall steel wire mesh, and finally carrying out plastering construction on the wall of the two-structure wall.
In the step 2), the winding directions of the screws 3 on the paired screws 3 are opposite, and the reserved steel wires 1 are wound to form an 8-shaped structure after final winding and fixing, so that the stability of the winding structure is further improved.
According to the invention, the aluminum template 2 is tied at two sides of the two structural areas through the reserved steel wires 1 wound on the tie bars, so that the aluminum template 2 and the existing wall body are encircled to form the pouring area, thereby facilitating the pouring of the two structural areas.
The two structural areas are integrally poured, so that compared with the conventional process, the waste of materials such as wood templates, split screws, sleeves, plugging hole filling materials and the like can be avoided.
Furthermore, after the continuous pouring is finished, the reserved steel wires 1 can be welded with the wall surface steel wire meshes of the two construction areas, and mortar in a plastering layer after the subsequent plastering can be transmitted to the main body structure through the construction columns through the wall surface steel wire meshes, the reserved steel wires 1 and the tie bars in sequence, so that the effect of enhancing the quality of the plastering layer is achieved.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the invention.
Claims (6)
1. The utility model provides a two construct wall body and exempt from construction equipment that punches which characterized in that includes:
the reserved steel wire is wound on the tie bars in the two-structure wall body;
the aluminum template is characterized in that screw rods are arranged on the side wall of one side of the aluminum template at intervals in pairs, a hole is formed between each pair of screw rods, and the free end of the reserved steel wire penetrates out of the hole and is wound on the screw rods and then is connected to the wall surface steel wire net;
the rubber gasket is correspondingly arranged on the screw in a penetrating way;
the alloy gasket is correspondingly arranged on the screw in a penetrating way, and the alloy gasket is relatively far away from the aluminum template; and
and the screw cap is correspondingly and spirally connected to the screw rod so as to compact the reserved steel wire on the aluminum template by utilizing a gasket.
2. The hole-free construction device for the two-component wall body according to claim 1, wherein the screws are arranged in pairs up and down.
3. A construction method using the two-structure wall body punching-free construction device of claim 1 is characterized by comprising the following steps:
1) building a wall according to a design scheme, wherein in the building process, the reserved steel wires are wound around the tie bars for one circle and then the length of the reserved steel wires is kept;
2) adhering foam rubber at the edge of a wall body, enabling an aluminum template to be close to the wall body, then enabling the free end of the reserved steel wire to penetrate through a hole in the aluminum template, enabling the aluminum template to be tightly attached to the edge of the wall body, straightening the free end of the reserved steel wire and winding the straightened free end on a screw rod, and enabling the aluminum template to be tightly attached to the wall surface under the action of the reserved steel wire;
3) sequentially penetrating a rubber gasket and an alloy gasket on the screw rod, and screwing a screw cap to compact the reserved steel wire on the aluminum template;
4) after the acceptance is qualified, pouring concrete from the top of the aluminum template, and vibrating and compacting;
5) the screw cap, the gasket and the aluminum template are sequentially disassembled and reused;
6) and after the plastering cake and the napping treatment are sequentially carried out, the free end of the reserved steel wire is connected to the wall steel wire mesh, and finally, plastering construction of the wall surface of the two-structure wall is carried out.
4. The construction method according to claim 3, wherein the reserved steel wire is wound around one of the screw rods for one circle in the step 2), and then wound around the other screw rod for one circle, so that the reserved steel wire is wound repeatedly until the reserved steel wire is wound, the reserved steel wire is straightened by force after one circle of winding, and the reserved steel wire is ensured to be straight without wrinkles before each winding.
5. The construction method according to claim 4, wherein the winding directions of each of the pair of screws of step 2) are opposite.
6. The construction method according to claim 4, wherein whether the aluminum formwork and the wall are tightly connected without a gap, whether the reserved steel wire is stretched straight and whether the nut is fixed firmly are checked in sequence during acceptance in the step 4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210137784.7A CN114525929B (en) | 2022-02-15 | 2022-02-15 | Two-structure wall body punching-free construction device and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210137784.7A CN114525929B (en) | 2022-02-15 | 2022-02-15 | Two-structure wall body punching-free construction device and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114525929A true CN114525929A (en) | 2022-05-24 |
| CN114525929B CN114525929B (en) | 2024-03-26 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210137784.7A Active CN114525929B (en) | 2022-02-15 | 2022-02-15 | Two-structure wall body punching-free construction device and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114525929B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB702337A (en) * | 1951-03-08 | 1954-01-13 | George Chase | An improved method and apparatus for shuttering concrete and the like |
| CN101696580A (en) * | 2009-10-23 | 2010-04-21 | 中冶京唐建设有限公司 | Outboard template construction method of post-pouring belt of outer wall of underground structure |
| CN101793068A (en) * | 2010-04-08 | 2010-08-04 | 叶翼翔 | Precast spliced concrete slab wall body |
| CN101806143A (en) * | 2010-04-08 | 2010-08-18 | 叶翼翔 | Prefabricated splicing concrete template |
| CN104179276A (en) * | 2014-09-02 | 2014-12-03 | 贾海亮 | Heat preservation formwork for beam column and shear wall of building |
| CN104294984A (en) * | 2014-09-29 | 2015-01-21 | 中国建筑第八工程局有限公司 | Thin-wall square box anti-floating structure and construction method thereof |
| CN107842197A (en) * | 2017-10-21 | 2018-03-27 | 广西广投同力德科技有限公司 | A kind of pull tab formula aluminum template system |
| CN209099769U (en) * | 2018-10-15 | 2019-07-12 | 青岛福瀛建设集团有限公司 | A kind of concrete blinding mariages is to drawing clamp device |
| CN209891691U (en) * | 2019-02-01 | 2020-01-03 | 山西三建集团有限公司 | Anti-seepage I-shaped steel reserved hole plugging device for outer wall cantilever frame |
| CN214245848U (en) * | 2020-12-31 | 2021-09-21 | 中国二冶集团有限公司 | Post-cast strip template component |
| CN113653321A (en) * | 2021-09-18 | 2021-11-16 | 山东九洲建设集团有限公司 | House construction formwork supporting and positioning system and construction positioning method |
-
2022
- 2022-02-15 CN CN202210137784.7A patent/CN114525929B/en active Active
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB702337A (en) * | 1951-03-08 | 1954-01-13 | George Chase | An improved method and apparatus for shuttering concrete and the like |
| CN101696580A (en) * | 2009-10-23 | 2010-04-21 | 中冶京唐建设有限公司 | Outboard template construction method of post-pouring belt of outer wall of underground structure |
| CN101793068A (en) * | 2010-04-08 | 2010-08-04 | 叶翼翔 | Precast spliced concrete slab wall body |
| CN101806143A (en) * | 2010-04-08 | 2010-08-18 | 叶翼翔 | Prefabricated splicing concrete template |
| CN104179276A (en) * | 2014-09-02 | 2014-12-03 | 贾海亮 | Heat preservation formwork for beam column and shear wall of building |
| CN104294984A (en) * | 2014-09-29 | 2015-01-21 | 中国建筑第八工程局有限公司 | Thin-wall square box anti-floating structure and construction method thereof |
| CN107842197A (en) * | 2017-10-21 | 2018-03-27 | 广西广投同力德科技有限公司 | A kind of pull tab formula aluminum template system |
| CN209099769U (en) * | 2018-10-15 | 2019-07-12 | 青岛福瀛建设集团有限公司 | A kind of concrete blinding mariages is to drawing clamp device |
| CN209891691U (en) * | 2019-02-01 | 2020-01-03 | 山西三建集团有限公司 | Anti-seepage I-shaped steel reserved hole plugging device for outer wall cantilever frame |
| CN214245848U (en) * | 2020-12-31 | 2021-09-21 | 中国二冶集团有限公司 | Post-cast strip template component |
| CN113653321A (en) * | 2021-09-18 | 2021-11-16 | 山东九洲建设集团有限公司 | House construction formwork supporting and positioning system and construction positioning method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN114525929B (en) | 2024-03-26 |
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