CN114525929B - Two-structure wall body punching-free construction device and construction method - Google Patents
Two-structure wall body punching-free construction device and construction method Download PDFInfo
- Publication number
- CN114525929B CN114525929B CN202210137784.7A CN202210137784A CN114525929B CN 114525929 B CN114525929 B CN 114525929B CN 202210137784 A CN202210137784 A CN 202210137784A CN 114525929 B CN114525929 B CN 114525929B
- Authority
- CN
- China
- Prior art keywords
- reserved steel
- steel wire
- wall
- reserved
- aluminum
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Links
- 238000010276 construction Methods 0.000 title claims abstract description 41
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 63
- 239000010959 steel Substances 0.000 claims abstract description 63
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 46
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 46
- 238000000034 method Methods 0.000 claims abstract description 9
- 230000000149 penetrating effect Effects 0.000 claims abstract description 8
- 239000000956 alloy Substances 0.000 claims abstract description 7
- 229910045601 alloy Inorganic materials 0.000 claims abstract description 7
- 229920001971 elastomer Polymers 0.000 claims abstract description 7
- 238000004804 winding Methods 0.000 claims description 14
- 229920001821 foam rubber Polymers 0.000 claims description 4
- 238000007689 inspection Methods 0.000 claims description 3
- 238000004064 recycling Methods 0.000 claims description 3
- 238000007788 roughening Methods 0.000 claims description 2
- 230000037303 wrinkles Effects 0.000 claims description 2
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 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
- 230000000694 effects Effects 0.000 description 2
- 230000002708 enhancing effect Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009749 continuous casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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
Abstract
The invention relates to a two-structure wall body punching-free construction device and a construction method, wherein the construction device comprises the following components: the reserved steel wires are wound on the tie bars in the two-structure wall body; the aluminum mould plate is provided with screws at intervals on the side wall of one side of the aluminum mould plate, holes are formed between each pair of screws, and the free ends of reserved steel wires penetrate through the holes and are wound on the screws and then connected to the wall steel wire net; the rubber gasket is correspondingly arranged on the screw rod in a penetrating way; the alloy gasket is correspondingly penetrated on the screw rod and relatively far away from the aluminum template; and the nut is correspondingly and spirally connected to the screw rod so as to compact the reserved steel wire on the aluminum template by using the gasket. The two-structure area is integrally cast, so that the waste of materials such as wood templates, opposite-pulling screws, sleeves, filling materials for plugging holes and the like can be avoided compared with the conventional process.
Description
Technical Field
The invention relates to the technical field of building construction, in particular to a perforating-free construction device and a perforating-free construction method for a two-structure wall body.
Background
At present, common construction methods of domestic building sites in two-structure construction are as follows: firstly, drilling holes, then penetrating opposite-pull screws so as to tie the wood template by using the opposite-pull screws, and then performing two-structure construction. The process is easy to cause waste of materials such as wood templates, opposite-pulling screws, sleeves, filling materials for plugging holes and the like after being used in a large area, and the problem that the two-structure wall surface is easy to crack is also solved under the construction process.
Disclosure of Invention
Aiming at the problems, the two-structure wall body punching-free construction device and the construction method are provided.
The specific technical scheme is as follows:
a first aspect of the present invention provides a two-construction wall body hole-drilling-free construction apparatus, having the following features, including:
the reserved steel wires are wound on the tie bars in the two-structure wall body;
the aluminum mould plate is provided with screws at intervals on the side wall of one side of the aluminum mould plate, holes are formed between each pair of screws, and the free ends of reserved steel wires penetrate through the holes and are wound on the screws and then connected to the wall steel wire net;
the rubber gasket is correspondingly arranged on the screw rod in a penetrating way;
the alloy gasket is correspondingly penetrated on the screw rod and relatively far away from the aluminum template; and
the nut is correspondingly and spirally connected to the screw rod so as to compact the reserved steel wire on the aluminum template by using the gasket.
The two-structure wall body punching-free construction device has the characteristics that the screw rods are arranged in pairs up and down.
The second aspect of the present invention provides a construction method using the above-mentioned two-construction wall body perforating-free construction device, having such features that it comprises the steps of:
1) The wall is built according to the design scheme, and the length of the reserved part is reserved after the reserved steel wire is wound around the tie bar for one circle in the building process;
2) Pasting foam rubber on the edge of the wall, enabling the aluminum template to be close to the wall, enabling the free end of the reserved steel wire to penetrate through the hole in the aluminum template, enabling the aluminum template to be close to the edge of the wall, straightening the free end of the reserved steel wire and winding the free end on the screw rod, and enabling the aluminum template to be close to the wall under the action of the reserved steel wire;
3) Sequentially penetrating the rubber gasket and the alloy gasket on the screw rod, and screwing the screw cap to compact the reserved steel wire on the aluminum template;
4) Filling concrete from the top of the aluminum template after acceptance inspection, vibrating and compacting;
5) Sequentially removing and recycling the nuts, the gaskets and the aluminum templates;
6) And (3) sequentially performing plastering cake and napping treatment, connecting the free ends of the reserved steel wires to a wall steel wire net, and finally performing wall plastering construction of the two-structure wall.
The construction method has the characteristics that in the step 2), the reserved steel wire is wound around one screw rod for one circle and then wound around the other screw rod for one circle, and the reserved steel wire is repeatedly wound until the reserved steel wire is wound, the reserved steel wire is straightened by force after each winding for one circle, and the reserved steel wire is ensured to be straight and free of wrinkles before each winding.
The above construction method is further characterized in that the winding direction of each screw of the pair of screws in step 2) is opposite.
The construction method has the characteristics that in the step 4), whether the aluminum template is tightly connected with the wall body or not is checked in sequence, whether the reserved steel wire is straightened or not, and whether the nut is fixed or not is checked.
The beneficial effect of above-mentioned scheme is:
1) According to the invention, the aluminum templates are 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 surrounding the aluminum templates and the wall body, and the reserved steel wires can be welded with the wall surface steel wire mesh after subsequent pouring, so that mortar in the plastering layer can sequentially pass through the wall surface steel wire mesh, the reserved steel wires and the tie bars to conduct stress to the main structure through the structural columns, and the effect of enhancing the quality of the plastering layer is achieved;
2) The two-structure area is integrally cast, so that the waste of materials such as wood templates, opposite-pulling screws, sleeves, filling materials for plugging holes and the like can be avoided compared with the conventional process.
Drawings
Fig. 1 is a schematic view of a construction apparatus according to 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 accompanying drawings: 1. reserving a steel wire; 2. an aluminum template; 3. a screw; 4. a hole; 5. and (5) a screw cap.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
It should be noted that, without conflict, the embodiments of the present invention and features of the embodiments may be combined with each other.
The invention is further described below with reference to the drawings and specific examples, which are not intended to be limiting.
As shown in fig. 1 and 2, the construction device provided in the embodiment of the invention comprises a reserved steel wire 1, wherein the reserved steel wire 1 is wound on a tie bar in a two-structure wall body; the aluminum mould plate 2, screw rods 3 are arranged in pairs on the side wall of one side of the aluminum mould plate 2 (the screw rods 3 are arranged in pairs up and down in the invention), holes 4 are arranged between each pair of screw rods 3, and the free ends of reserved steel wires 1 penetrate through the holes 4 and are wound on the screw rods 3 and then 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 a nut 5, wherein the nut 5 is correspondingly screwed on the screw 3.
In the invention, the aluminum template 2 is tied on two sides of the two-construction area through the reserved steel wires 1 wound on the tie bars, so that a pouring area is formed by surrounding the aluminum template 2 and the existing wall body, and the two-construction area is formed conveniently by pouring.
In the invention, the friction surface is increased by the gasket, so that the reserved steel wire 1 is compacted on the aluminum template 2 by the nut 5 and the gasket.
The construction method using the construction device in the invention comprises the following steps:
1) The wall is built according to the design scheme, and the length of the reserved part is reserved after the steel wire 1 is wound around the tie bar for one circle in the building process;
2) Pasting foam rubber on the edge of a wall body, enabling the aluminum template 2 to be close to the wall body, enabling the free end of the reserved steel wire 1 to pass through a hole 4 on the aluminum template 2, enabling the aluminum template 2 to be close to the edge of the wall body, straightening the free end of the reserved steel wire 1 and winding the free end on the screw rod 3, and enabling the aluminum template 2 to be close to the wall surface under the action of the reserved steel wire 1 and the foam rubber;
3) Sequentially penetrating the rubber gasket and the 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) Filling concrete from the top of the aluminum template 2 after acceptance inspection, vibrating and compacting;
5) Sequentially removing and recycling the screw cap 5, the gasket and the aluminum template 2;
6) And (3) sequentially performing the plastering cake and roughening treatment, connecting the free end of the reserved steel wire 1 to a wall steel wire net, and finally performing wall plastering construction of the two-structure wall.
In the step 2) of the invention, the winding direction of each screw rod 3 on the paired screw rods 3 is opposite, and the reserved steel wire 1 is wound to form an 8-shaped structure after being finally wound and fixed, so that the stability of the winding structure is further improved.
In the invention, the aluminum template 2 is tied on two sides of the two-construction area through the reserved steel wires 1 wound on the tie bars, so that a pouring area is formed by surrounding the aluminum template 2 and the existing wall body, thereby being convenient for pouring the two-construction area.
The two-structure area is integrally cast, so that the waste of materials such as wood templates, opposite-pulling screws, sleeves, filling materials for plugging holes and the like can be avoided compared with the conventional process.
Furthermore, after the continuous casting is finished, the reserved steel wire 1 can be welded with the wall surface steel wire mesh of the two-construction area, and mortar in the plastering layer can sequentially pass through the wall surface steel wire mesh, the reserved steel wire 1 and the drawknot rib to transmit stress to the main structure through the constructional column after the subsequent plastering, so that the effect of enhancing the quality of the plastering layer is achieved.
The foregoing is merely illustrative of the preferred embodiments of the present invention and is not intended to limit the embodiments and scope of the present invention, and it should be appreciated by those skilled in the art that equivalent substitutions and obvious variations may be made using the description and illustrations of the present invention, and are intended to be included in the scope of the present invention.
Claims (3)
1. The utility model provides a use two to construct wall body and exempt from construction methods that punch construction device, its characterized in that, two construct wall body and exempt from construction device that punches includes: the reserved steel wires are wound on the tie bars in the two-structure wall body; the aluminum mould plate is characterized in that screw rods are arranged on the side wall of one side of the aluminum mould plate in pairs at intervals, holes are formed between each pair of screw rods, and the free ends of the reserved steel wires penetrate through the holes and are wound on the screw rods and then connected to the wall steel wire net; the rubber gasket is correspondingly arranged on the screw in a penetrating way; the alloy gasket correspondingly penetrates through the screw rod and is relatively far away from the aluminum template; the nut is correspondingly and spirally connected to the screw rod so as to compact the reserved steel wire on the aluminum template by using a gasket;
the construction method comprises the following steps:
1) The wall is built according to the design scheme, and the length of the reserved part is reserved after the reserved steel wire is wound around the tie bar for one circle in the building process;
2) Pasting foam rubber on the edge of a wall body, enabling an aluminum template to be close to the wall body, enabling the free end of the reserved steel wire to penetrate through a hole in the aluminum template, enabling the aluminum template to be close to the edge of the wall body, straightening the free end of the reserved steel wire and winding the free end of the reserved steel wire on a screw rod, and enabling the aluminum template to be close 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) Filling concrete from the top of the aluminum template after acceptance inspection, vibrating and compacting;
5) Sequentially removing and recycling the nuts, the gaskets and the aluminum templates;
6) Sequentially performing a plastering cake and a roughening treatment, connecting the free ends of the reserved steel wires to a wall steel wire net, and finally performing wall plastering construction of a two-structure wall;
and 2) winding the reserved steel wires around one screw rod in the step 2) and then winding the reserved steel wires around the other screw rod in a circle, repeatedly winding until the reserved steel wires are wound, forcibly straightening the reserved steel wires after each winding for one circle, and ensuring that the reserved steel wires are straightened and have no wrinkles before each winding.
2. The method according to claim 1, wherein step 2) is performed in such a manner that the winding direction of each of the pair of screws is reversed.
3. The construction method according to claim 1, wherein in step 4), it is checked whether the aluminum form is tightly connected to the wall without any gap, whether the reserved wire is straightened, and whether the nut is firmly fixed.
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 CN114525929A (en) | 2022-05-24 |
| CN114525929B true CN114525929B (en) | 2024-03-26 |
Family
ID=81622219
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 |
|---|---|
| CN114525929A (en) | 2022-05-24 |
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