CN115126235B - Irregular building structure wall form reinforcing tool and construction method - Google Patents
Irregular building structure wall form reinforcing tool and construction method Download PDFInfo
- Publication number
- CN115126235B CN115126235B CN202210876825.4A CN202210876825A CN115126235B CN 115126235 B CN115126235 B CN 115126235B CN 202210876825 A CN202210876825 A CN 202210876825A CN 115126235 B CN115126235 B CN 115126235B
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- main shaft
- rod
- plate
- reinforcement
- shaft rod
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- 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
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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
The invention discloses a reinforcing tool and a construction method for a wall form of an irregular building structure, which belong to the field of building form installation, and comprise a column form and a reinforcing member I, wherein the reinforcing member I comprises a main shaft rod, a connecting plate I is arranged on the outer side of the main shaft rod, a mounting hole I is formed in the connecting plate I, a supporting rod is arranged on the connecting plate I, one end of the supporting rod, which is far away from the connecting plate I, is in an inverted cone shape and is provided with an adjusting piece, and the adjusting piece is rotationally connected with the supporting rod; the second reinforcement comprises a second connection plate, a second installation hole is formed in the second connection plate, the first installation hole is matched with the first installation Kong Erxiang, a fixing rod is arranged on the first connection plate, two groups of reinforcement are arranged between the fixing rods, and one side, far away from the second connection plate, of the reinforcement is 90 degrees and is suitable for being attached to the column template; the first and second reinforcement members are adapted to be mounted at right angle corners of the column template. The invention aims at solving the technical problems that the corner of the column template is difficult to shape and slurry leakage exists.
Description
Technical Field
The invention belongs to the field of building template installation, and particularly relates to a reinforcing tool for an irregular building structure wall template and a construction method.
Background
When the frame shear structure, the shear wall structure and the secondary structure wall corner templates are installed, the woodworking is used for leveling, punching and reinforcing by mainly using wood templates and steel pipe fasteners. Especially when the corner of post template, at first not all corners are whole template, also have the template to make up, consequently the corner is difficult to accomplish the right angle of standard on the one hand, and on the other hand template is fixed to have the construction degree of difficulty, and this also has led to slowing down the result of efficiency of construction and speed, and construction precision is also not high simultaneously, often appears expanding the phenomenon such as mould dislocation platform, has increased the security threat in the construction, has increased construction cost in the intangible.
Disclosure of Invention
The technical problems to be solved by the invention are as follows: the method aims at solving the technical problems that the forming of the corner of the column template is difficult and slurry leakage exists.
In order to solve the technical problems, the inventor obtains the technical scheme of the invention through practice and summary, and the invention discloses a reinforcing tool for a wall form of an irregular building structure, which comprises a column form and further comprises a first reinforcing member, wherein the first reinforcing member comprises a main shaft rod, a connecting plate I is arranged on the outer side of the main shaft rod, a mounting hole I is formed in the connecting plate I, the main shaft rod is suitable for penetrating through the mounting hole and is connected with the connecting plate I, a supporting rod is arranged on the connecting plate I, one end of the supporting rod, far away from the connecting plate I, is in an inverted cone shape and is provided with a regulating piece, the regulating piece is rotatably connected with the supporting rod, and the regulating piece is suitable for being attached to the outer side of the column form;
the second reinforcement comprises a second connection plate, a second installation hole is formed in the second connection plate, the second installation hole is suitable for the penetration of a main shaft rod, the first installation hole is matched with the first installation Kong Erxiang, fixing rods are arranged on the first connection plate, two groups of reinforcement are arranged between the fixing rods, and one side, far away from the second connection plate, of the reinforcement is 90 degrees and is suitable for being attached to a column template;
the first and second reinforcement members are adapted to be mounted at right angle corners of the column template.
The invention is applied to the joint corners of the shear wall and the frame column or the masonry wall and the constructional column, and the reinforcement tool can ensure that the column template has a more sufficient closing effect, ensures the right-angle distribution at the corners and is beneficial to the integral wall column pouring.
In a further technical scheme, the reinforcement comprises an inner plate and an overhanging rod, wherein the inner plate is a bending plate, and two ends of the inner plate are fixedly connected with a second connecting plate;
the outer extending rods are provided with two groups, the included angle of the outer extending rods is 90 degrees, one ends of the outer extending rods are fixedly connected with the inner rods, and the rod bodies of the outer extending rods are fixedly connected with the fixing rods;
the inner plate is provided with a central hole adapted to the mounting Kong Erxiang and adapted to be penetrated by the spindle shaft.
In a further technical scheme, the main shaft rod is a counter-pulling screw rod or a water stopping screw rod.
In a further technical scheme, gaskets and locking nuts are further arranged at two ends of the main shaft rod, and the locking nuts are suitable for pressing the gaskets on the first connecting plate or the second connecting plate to close the corresponding first mounting holes or the second mounting holes.
In a further technical scheme, all set up the locating hole on the column template, the locating hole is suitable for the main shaft pole to run through, be suitable for between connecting plate one and the column template and install blocking mechanism.
In a further technical scheme, the blocking mechanism comprises an adjusting nut, a threaded part is formed in the main shaft rod, the adjusting nut is mounted on the threaded part, an adjusting piece is mounted on one side, opposite to the shear wall side die, of the adjusting nut, and the adjusting piece is suitable for being abutted to a gap outside the main shaft rod at the positioning hole.
In a further technical scheme, the adjusting piece comprises a pipe sleeve ring sleeved on the main shaft rod, connecting rods are rotatably connected to two sides of the pipe sleeve ring, an attaching plate is mounted at one end, far away from the pipe sleeve ring, of each connecting rod, the attaching plate is rotatably connected with the connecting rods, and the two attaching plates are suitable for being rotatably connected; the sponge body is arranged outside the bonding plate.
The construction method of the irregular building structure wall form reinforcing tool comprises the following steps:
step one, installing a reinforcement member
Welding a first connecting plate with two groups of support rods to form a C-shaped structure, wherein the end part of the support rod, which is far away from the first connecting plate, is in an inverted cone shape and is grooved, a rest mounting shaft is reserved in the center of the grooved part, a bayonet is arranged on an adjusting piece and is connected to the mounting shaft, and the adjusting piece can rotate by taking the mounting shaft as an axis;
step two, installing a reinforcing member II
Welding a second connecting plate with two groups of fixing rods to form a C-shaped structure, fixedly installing an inner plate and an overhanging rod between the two groups of fixing rods, firstly installing two ends of the inner plate for welding and forming a central hole, and welding the outer ends of the central hole by the two groups of overhanging rods which are 90 degrees; the thickness of the inner plate is smaller than that of the overhanging rod;
step three, installing a column template and a main shaft rod
The method comprises the steps that positioning holes are formed in right-angle corners of a column template, and the outer ends of the positioning holes penetrate through a main shaft rod along a first mounting hole, a positioning hole and a second mounting hole; locking an adjusting nut on the main shaft rod to enable the attaching plate to block the surface of the main shaft rod in the positioning hole; the rear mounting gasket and the locking nut realize the closing of the two ends of the main shaft lever on the column template;
and fourthly, pouring concrete, and reversely operating and dismantling the lock nut, the gasket, the first reinforcement and the second reinforcement after curing.
Compared with the prior art, the invention can obtain the following technical effects:
1. according to the invention, the connection of the vertical angles is realized at the connection position of the column templates, so that on one hand, the template installation of the whole corner is saved, and on the other hand, the more direct installation effect can be realized by ensuring the right angle limitation of the column templates. And then the gap of the main shaft rod at the positioning hole is blocked by the blocking mechanism, and the positioning hole is the direct contact position of the main shaft rod and the concrete, so that slurry is often leaked.
2. The invention has the advantages of simple structure, local material, convenience and practicability, and improves the efficiency of manual utilization, accelerates the construction progress and reduces the safety threat in construction. The used materials are common materials of construction sites, the structure is simple, the steel is practical, the labor efficiency is improved, the construction progress is accelerated, and the safety threat in construction is reduced.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described, and it will be obvious to those skilled in the art that other drawings can be obtained according to these drawings without inventive effort.
FIG. 1 is a schematic top view of embodiment 1 of the present invention;
fig. 2 is an enlarged view of a portion a of fig. 1;
fig. 3 is an enlarged view of a portion B of fig. 1;
FIG. 4 is a side cross-sectional view of the reinforcement;
FIG. 5 is a schematic top view of embodiment 2 of the present invention;
fig. 6 is an enlarged view of a portion C of fig. 5.
In the figure: 1. a column template; 2. a first reinforcement; 3. a main shaft lever; 4. a first connecting plate; 5. a first mounting hole; 6. a support rod; 7. a regulating piece; 8. a second reinforcement; 9. a second connecting plate; 10. a second mounting hole; 11. a fixed rod; 12. an inner plate; 13. an outer extension rod; 14. a gasket; 15. a lock nut; 16. positioning holes; 18. an adjusting nut; 19. a tube collar; 20. a connecting rod; 21. bonding plates; 22. a sponge body.
Detailed Description
The present invention will be described in further detail with reference to the following examples in order to make the objects, technical solutions and advantages of the present invention more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
The principles of the invention will be further described with reference to the drawings and specific examples.
Example 1
As shown in fig. 1 to 4, an irregular building structure wall form reinforcing tool according to an embodiment of the present invention includes a column form 1, and further includes a reinforcement 1, as shown in fig. 2, the reinforcement 2 includes a spindle rod 3, a connection plate 4 is installed on the outer side of the spindle rod 3, a mounting hole 5 is formed in the connection plate 4, the spindle rod 3 is adapted to penetrate through the mounting hole 5 and connect with the connection plate 4, a support rod 6 is installed on the connection plate 4, an end of the support rod 6 far away from the connection plate 4 is in an inverted cone shape and is installed with an adjusting piece 7, the adjusting piece 7 is rotatably connected with the support rod 6, and the adjusting piece 7 is adapted to be attached to the outer side of the column form 1;
the second reinforcement member 8, as shown in fig. 3, the second reinforcement member 8 includes a second connection plate 9, a second installation hole 10 is formed in the second connection plate 9, the second installation hole 10 is suitable for the penetration of the main shaft rod 3, the first installation hole 5 is matched with the second installation hole 10, a fixing rod 11 is installed on the first connection plate 4, two groups of reinforcement members are installed between the fixing rods 11, and one side of the reinforcement member far away from the second connection plate 9 is 90 degrees and is suitable for being attached to the column template 1;
the first reinforcement member 2 and the second reinforcement member 8 are suitable for being installed at right-angle corners of the column template 1 for realizing clamping action on the top corners.
In a further technical scheme, the reinforcement comprises an inner plate 12 and an overhanging rod 13, wherein the inner plate 12 is a bending plate, and two ends of the inner plate are fixedly connected with the second connecting plate 9;
the two groups of the overhanging rods 13 are arranged, the included angle of the overhanging rods is 90 degrees, one end of each overhanging rod 13 is fixedly connected with the inner plate 12, and the rod body of each overhanging rod 13 is fixedly connected with the fixed rod 11;
the inner plate 12 is provided with a central hole, and the central hole is matched with the second mounting hole 10 and is suitable for the penetration of the main shaft lever 3.
In a further technical scheme, the main shaft rod 3 is a counter-pulling screw rod or a water stopping screw rod. In this embodiment, a split bolt.
Referring to fig. 2 or 3, a washer 14 and a lock nut 15 are further mounted at both ends of the spindle rod 3, and the lock nut 15 is adapted to press the washer 14 against the first connection plate 4 or the second connection plate 9 to close the corresponding first mounting hole 5 or the second mounting hole 10.
Example 2
Referring to fig. 5 and 6, in another embodiment of the invention, on the basis of example 1, the column templates 1 are provided with positioning holes 16, the positioning holes 16 are suitable for the penetration of the main shaft rod 3, and a blocking mechanism is suitable for being installed between the first connecting plate 4 and the column templates 1.
The blocking mechanism comprises an adjusting nut 18, a threaded part is arranged on the main shaft rod 3, the adjusting nut 18 is arranged on the threaded part, an adjusting piece is arranged on one side of the adjusting nut 18 opposite to the column template 1, and the adjusting piece is suitable for being abutted in a gap outside the main shaft rod 3 at the positioning hole.
The adjusting piece comprises a pipe collar 19 sleeved on the main shaft rod 3, connecting rods 20 are rotatably connected to two sides of the pipe collar 19, an attaching plate 21 is mounted at one end, far away from the pipe collar 19, of each connecting rod 20, the attaching plate 21 is rotatably connected with the connecting rods 20, and the two attaching plates 21 are suitable for being rotatably connected; the sponge 22 is mounted on the outside of the bonding plate 21.
The construction method of the irregular building structure wall form reinforcing tool comprises the following steps:
step one, installing a reinforcement member 2
Welding the first connecting plate 4 with two groups of support rods 6 to form a C-shaped structure, wherein the end part of the support rod 6, which is far away from the first connecting plate 4, is in an inverted cone shape and is grooved, a mounting shaft is reserved in the center of the grooved part, a bayonet is arranged on the adjusting piece 7 and is connected to the mounting shaft, and the adjusting piece 7 can rotate by taking the mounting shaft as an axis;
step two, installing a reinforcing member II 8
Welding a second connecting plate 9 with two groups of fixing rods 11 to form a C-shaped structure, fixedly installing an inner plate 12 and an overhanging rod 13 between the two groups of fixing rods 11, firstly installing two ends of the inner plate 12, welding and forming a central hole, and welding the outer ends of the central hole with the two overhanging rods 13 in a 90-degree manner; the thickness of the inner plate 12 is smaller than the thickness of the overhanging pole 13;
step three, installing the column template 1 and the main shaft rod 3
The method comprises the steps that positioning holes 16 are formed in right-angle corners of a column template 1 according to actual building pouring requirements, and the outer ends of the positioning holes 16 penetrate through a main shaft rod 3 along a first mounting hole 5, the positioning holes 16 and a second mounting hole 10; a blocking mechanism is pre-installed before the first reinforcement 2 and the second reinforcement, and an adjusting nut 18 on the main shaft rod 3 is locked to enable a bonding plate 21 to block the surface of the main shaft rod 3 in the positioning hole 16; the rear mounting gasket 14 and the locking nut 15 realize the closing of the two ends of the main shaft lever 3 on the column template 1;
and fourthly, pouring concrete, and reversely operating and dismantling the lock nut 15, the gasket 14, the first reinforcement 2 and the second reinforcement 8 after curing.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (4)
1. The utility model provides an irregular building structure wall body template reinforcement tool, includes the post template, its characterized in that still includes:
the first reinforcement comprises a first main shaft rod, a first connecting plate is arranged on the outer side of the first main shaft rod, a first mounting hole is formed in the first connecting plate, the first main shaft rod is suitable for penetrating through the first mounting hole and is connected with the first connecting plate, a supporting rod is arranged on the first connecting plate, one end of the supporting rod, far away from the first connecting plate, is in an inverted cone shape and is provided with a regulating piece, the regulating piece is rotationally connected with the supporting rod, and the regulating piece is suitable for being attached to the outer side of a column template;
the second reinforcement comprises a second connection plate, a second installation hole is formed in the second connection plate, the second installation hole is suitable for the penetration of a main shaft rod, the first installation hole is matched with the first installation Kong Erxiang, fixing rods are arranged on the second connection plate, two groups of third reinforcement are arranged between the fixing rods, and one side, far away from the second connection plate, of the third reinforcement is 90 degrees and is suitable for being attached to a column template;
the first reinforcement and the second reinforcement are suitable for being installed at right-angle corners of the column template;
the third reinforcement comprises an inner plate and an overhanging rod, wherein the inner plate is a bending plate, and both ends of the inner plate are fixedly connected with the second connection plate;
the outer extending rods are provided with two groups, the included angle of the outer extending rods is 90 degrees, one ends of the outer extending rods are fixedly connected with the inner plate, and the rod bodies of the outer extending rods are fixedly connected with the fixing rods;
the inner plate is provided with a central hole which is matched with the installation Kong Erxiang and is suitable for the penetration of the main shaft rod;
the column templates are provided with positioning holes, the positioning holes are suitable for the penetration of the main shaft rod, and a blocking mechanism is suitable for being arranged between the first connecting plate and the column templates;
the blocking mechanism comprises an adjusting nut, a threaded part is arranged on the main shaft rod, the adjusting nut is arranged on the threaded part, an adjusting piece is arranged on one side of the adjusting nut, opposite to the shear wall side die, of the adjusting nut, and the adjusting piece is suitable for being abutted in a gap outside the main shaft rod at the positioning hole;
the adjusting piece comprises a pipe sleeve ring sleeved on the main shaft rod, connecting rods are rotatably connected to two sides of the pipe sleeve ring, an attaching plate is mounted at one end, far away from the pipe sleeve ring, of each connecting rod, the attaching plate is rotatably connected with the connecting rods, and the two attaching plates are suitable for being rotatably connected; the sponge body is arranged outside the bonding plate.
2. An irregular building structure wall form reinforcing tool according to claim 1, wherein: the main shaft rod is a counter-pulling screw rod or a water stopping screw rod.
3. An irregular building structure wall form reinforcing tool according to claim 1, wherein: and gaskets and locking nuts are further arranged at two ends of the main shaft rod, and the locking nuts are suitable for pressing the gaskets on the first connecting plate or the second connecting plate to close the corresponding first mounting holes or the second mounting holes.
4. A method of constructing the irregular building structure wall form reinforcing tool according to claim 3, comprising the steps of:
step one, installing a reinforcement member
Welding a first connecting plate with two groups of support rods to form a C-shaped structure, wherein the end part of the support rod, which is far away from the first connecting plate, is in an inverted cone shape and is grooved, a rest mounting shaft is reserved in the center of the grooved part, a bayonet is arranged on an adjusting piece and is connected to the mounting shaft, and the adjusting piece can rotate by taking the mounting shaft as an axis;
step two, installing a reinforcing member II
Welding a second connecting plate with two groups of fixing rods to form a C-shaped structure, fixedly installing an inner plate and an overhanging rod between the two groups of fixing rods, firstly installing two ends of the inner plate for welding and forming a central hole, and welding the two later groups of overhanging rods at the outer end of the central hole at 90 degrees; the thickness of the inner plate is smaller than that of the overhanging rod;
step three, installing a column template and a main shaft rod
The method comprises the steps that positioning holes are formed in right-angle corners of a column template, and the outer ends of the positioning holes penetrate through a main shaft rod along a first mounting hole, a positioning hole and a second mounting hole; locking an adjusting nut on the main shaft rod to enable the attaching plate to block the surface of the main shaft rod in the positioning hole; the rear mounting gasket and the locking nut realize the closing of the two ends of the main shaft lever on the column template;
and fourthly, pouring concrete, and reversely operating and dismantling the lock nut, the gasket, the first reinforcement and the second reinforcement after curing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210876825.4A CN115126235B (en) | 2022-07-25 | 2022-07-25 | Irregular building structure wall form reinforcing tool and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210876825.4A CN115126235B (en) | 2022-07-25 | 2022-07-25 | Irregular building structure wall form reinforcing tool and construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN115126235A CN115126235A (en) | 2022-09-30 |
| CN115126235B true CN115126235B (en) | 2023-08-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202210876825.4A Active CN115126235B (en) | 2022-07-25 | 2022-07-25 | Irregular building structure wall form reinforcing tool and construction method |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19990059471A (en) * | 1997-12-30 | 1999-07-26 | 정순착 | Formwork system for constructing co-owner of concrete wall structure |
| CN105239777A (en) * | 2015-09-07 | 2016-01-13 | 天津送变电工程公司 | Tie bolt leakage-proof plugging process for frame column formwork |
| CN212453627U (en) * | 2020-08-13 | 2021-02-02 | 河南五建第二建筑安装有限公司 | Corner reinforcement for construction of column formwork |
| CN112796514A (en) * | 2021-01-04 | 2021-05-14 | 中冶天工集团天津有限公司 | Masonry corner constructional column template shaping and reinforcing device and construction method |
| CN215926708U (en) * | 2021-09-18 | 2022-03-01 | 中天建设集团有限公司 | Regularization prefabricated two-sided superimposed shear wall bottom mold sealing device |
| CN216157171U (en) * | 2021-09-17 | 2022-04-01 | 中国建筑第七工程局有限公司 | Template piece anti-seepage device |
-
2022
- 2022-07-25 CN CN202210876825.4A patent/CN115126235B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR19990059471A (en) * | 1997-12-30 | 1999-07-26 | 정순착 | Formwork system for constructing co-owner of concrete wall structure |
| CN105239777A (en) * | 2015-09-07 | 2016-01-13 | 天津送变电工程公司 | Tie bolt leakage-proof plugging process for frame column formwork |
| CN212453627U (en) * | 2020-08-13 | 2021-02-02 | 河南五建第二建筑安装有限公司 | Corner reinforcement for construction of column formwork |
| CN112796514A (en) * | 2021-01-04 | 2021-05-14 | 中冶天工集团天津有限公司 | Masonry corner constructional column template shaping and reinforcing device and construction method |
| CN216157171U (en) * | 2021-09-17 | 2022-04-01 | 中国建筑第七工程局有限公司 | Template piece anti-seepage device |
| CN215926708U (en) * | 2021-09-18 | 2022-03-01 | 中天建设集团有限公司 | Regularization prefabricated two-sided superimposed shear wall bottom mold sealing device |
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| Publication number | Publication date |
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| CN115126235A (en) | 2022-09-30 |
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