CN108343234B - Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof - Google Patents
Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof Download PDFInfo
- Publication number
- CN108343234B CN108343234B CN201810409219.5A CN201810409219A CN108343234B CN 108343234 B CN108343234 B CN 108343234B CN 201810409219 A CN201810409219 A CN 201810409219A CN 108343234 B CN108343234 B CN 108343234B
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- block
- ring beam
- main body
- shaped main
- body part
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- 230000004048 modification Effects 0.000 title claims abstract description 26
- 238000012986 modification Methods 0.000 title claims abstract description 26
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 10
- 238000010008 shearing Methods 0.000 claims abstract description 11
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000004567 concrete Substances 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 238000005266 casting Methods 0.000 claims abstract description 7
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 4
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 238000010276 construction Methods 0.000 description 4
- 230000007547 defect Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 239000000463 material Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011031 large-scale manufacturing process Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention relates to a modification module capable of being used as a cast-in-situ ring beam template of a hollow block masonry and application thereof, wherein the whole modification module is of a prefabricated reinforced concrete structure and comprises a U-shaped main body part consisting of two side edges and a bottom edge, a ring beam concrete pouring cavity is formed in an inner cavity of the U-shaped main body part, a plurality of high-strength steel wires are arranged in the bottom edge, and a shear block part is arranged below the U-shaped main body part. The application is as follows: the modified module is arranged on the top surface of the block masonry wall, the U-shaped main body part of the modified module is used as a ring beam casting template at the top of the hollow block masonry wall, and the shearing resistant block part of the modified module is inserted into a corresponding cavity of the masonry top skin block and is connected with the top skin block through plastering at the bottom of the U-shaped main body part and the periphery of the shearing resistant block part. The modification module not only enhances the integral effect of the masonry block during ring beam pouring, but also inhibits horizontal cracks generated when the masonry cracks along the vertical cracks on the basis of being used as a ring beam template.
Description
Technical Field
The invention belongs to the technical field of building construction, relates to a hollow block masonry construction technology, and particularly relates to a modified module capable of being used as a cast-in-situ ring beam template of a hollow block masonry and application of the modified module.
Background
At present, when casting a ring beam at the top of a hollow block masonry, two methods of pre-casting a part of concrete on a top skin block and paving a dense-mesh steel wire net sheet are adopted to prevent the ring beam concrete of a wall of the hollow block masonry from flowing into adjacent masonry of the ring beam. Concrete is precast in the top skin building block, the working procedure is complex, and the construction is inconvenient. The laying of the dense mesh steel wire meshes easily causes that concrete leaks into the cavity of the lower building block when the ring beam is poured, and material waste is caused.
According to the relevant standards of the masonry, the U-shaped blocks can be used as templates of cast-in-situ ring beams of the masonry blocks in a non-anti-seismic area, so that the defects existing in the construction of the two methods can be overcome, but the ring beams of the masonry blocks are combined with lower masonry blocks weakly in the anti-seismic area, so that the U-shaped blocks are not allowed to be used as templates of the masonry blocks.
Therefore, aiming at the defects of the U-shaped block used as the ring beam template, the U-shaped block needs to be improved and designed, and can be used as the ring beam pouring template and form good integral action with the lower masonry.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide a modification module capable of being used as a cast-in-situ ring beam template of a hollow block masonry and application thereof.
The invention solves the technical problems by adopting the following technical scheme:
the utility model provides a can regard as modification module of cast-in-place ring beam template of hollow block brickwork which characterized in that: the whole modified module is a prefabricated reinforced concrete structure and comprises a U-shaped main body part consisting of two side edges and a bottom edge, wherein an inner cavity of the U-shaped main body part forms a ring beam concrete pouring cavity, a plurality of high-strength steel wires are arranged in the bottom edge, and a shear block part capable of forming clearance type insertion fit with a top skin block cavity is arranged below the U-shaped main body part.
Moreover, the number of the shear blocks is one.
And the number of the shearing blocks is two, and the distance between the two shearing blocks is equal to the distance between the adjacent cavities of two adjacent building blocks of the top cover.
And the height of the shear block is 1/4-1/3 of the cavity height of the top skin hollow block.
The utility model provides an application of can regard as cast-in-place ring beam template of hollow block brickwork which characterized in that: the modification module adopts the module structure, the modification module is arranged on the top surface of the block masonry wall, the U-shaped main body part of the modification module is used as a ring beam casting template at the top of the hollow block masonry wall, and the shearing resistant block part of the modification module is inserted into a corresponding cavity of the masonry top skin block and is connected with the top skin block through plastering at the bottom of the U-shaped main body part and the periphery of the shearing resistant block part.
The invention has the advantages and positive effects that:
1. the U-shaped main body part of the modified module is used as a ring beam pouring template at the top of the hollow block masonry wall, so that concrete is prevented from leaking into the hollow block cavity below when the ring beam is poured during ring beam construction, and materials are saved.
2. The shear block structure capable of being inserted into the cavity of the building block is additionally arranged below the U-shaped main body part of the modified module, the shear block is connected with the hollow building block at the top of the masonry wall through mortar joint plastering, displacement of the modified module is limited, good occlusion effect is generated with the inner wall of the cavity of the building block, the integral effect of the structure is enhanced, and the shear capacity is improved.
3. According to the modification module, the high-strength steel wire is matched in the bottom edge of the U-shaped main body part, and when the masonry cracks along the vertical cracks, the generated horizontal cracks can be restrained, so that the deformation capacity of the wall structure is improved.
4. The modified module has simple appearance, is suitable for large-scale production in factories and is simple and convenient to construct.
Drawings
FIG. 1 is a schematic view of the structure of the shear block of the present invention in a single block;
FIG. 2 is a view of the usage state reference of FIG. 1;
FIG. 3 is a schematic view of the structure of the shear block of the present invention with two blocks;
FIG. 4 is a view of the usage state reference of FIG. 3;
FIG. 5 is a schematic plan view of two modification modules of the present invention used on a wall simultaneously;
fig. 6 is a section A-A of fig. 5.
Detailed Description
The invention will now be described in further detail by way of specific examples, which are given by way of illustration only and not by way of limitation, with reference to the accompanying drawings.
The utility model relates to a modified module of cast-in-situ ring beam template of hollow block masonry, please join fig. 1-6, which has the innovation points that:
the whole modified module is a prefabricated reinforced concrete structure and comprises a U-shaped main body part 1 formed by two side edges and a bottom edge, wherein an inner cavity of the U-shaped main body part forms a ring beam concrete pouring cavity, a plurality of high-strength steel wires 2 are arranged in the bottom edge, and a shear block part 3 capable of forming clearance type insertion fit with a top skin block cavity is arranged below the U-shaped main body part.
The number of the shear blocks is preferably two:
first kind: the number of the shear blocks is one. The modification module provided with the shearing block is mainly used for two ends of the wall body or corner parts of the wall body.
Second kind: the number of the shear blocks is two, and the distance between the two shear blocks is equal to the distance between the adjacent cavities of two adjacent building blocks of the top cover. The modified modules provided with the two shear blocks are used for non-end parts and non-corner parts of the wall body, and the modified modules and the top skin building blocks form staggered lap joints, namely, the two shear blocks on each modified module are respectively inserted into adjacent cavities of two adjacent top skin building blocks corresponding to the lower parts.
The height of the shear block is more preferably 1/4-1/3 of the cavity height of the top skin hollow block.
The manufacturing method of the modified module comprises the following steps: firstly, preparing templates of a U-shaped main body part and a shear block part, then putting high-strength steel wires into the templates in advance, and finally, cast-in-situ forming the U-shaped main body part, the shear block part and the internal high-strength steel wires.
The application of the modified module which can be used as the cast-in-situ ring beam template of the hollow block masonry is provided: the modification module adopts the module structure, the modification module is arranged on the top surface of the block masonry wall, the U-shaped main body part of the modification module is used as a ring beam casting template at the top of the hollow block masonry wall, the shearing resistant block part of the modification module is inserted into a corresponding cavity of the masonry top skin block, and the bottom of the U-shaped main body part and the periphery of the shearing resistant block part are connected with the top skin block through plastering, so that one-time casting molding is realized. A horizontal mortar joint 4 is formed between the bottom of the U-shaped main body part and the top skin block, and a side mortar joint 5 is formed between the periphery of the shear block part and the inner cavity wall of the top skin block, so that the modification module and the top skin block 6 form firm engagement.
Although the embodiments of the present invention and the accompanying drawings have been disclosed for illustrative purposes, those skilled in the art will appreciate that: various substitutions, changes and modifications are possible without departing from the spirit and scope of the invention and the appended claims, and therefore the scope of the invention is not limited to the embodiments and the disclosure of the drawings.
Claims (2)
1. The utility model provides a can regard as modification module of cast-in-place ring beam template of hollow block brickwork which characterized in that: the whole modified module is of a prefabricated reinforced concrete structure and comprises a U-shaped main body part consisting of two side edges and a bottom edge, wherein an inner cavity of the U-shaped main body part forms a ring beam concrete pouring cavity, a plurality of high-strength steel wires are arranged in the bottom edge, and shear blocks capable of forming clearance type insertion fit with a top skin block cavity are arranged below the U-shaped main body part; the number of the shear blocks is two, and the distance between the two shear blocks is equal to the distance between the adjacent cavities of two adjacent building blocks of the top skin; the height of the shear block is 1/4-1/3 of the cavity height of the top skin hollow block.
2. The utility model provides an application of can regard as cast-in-place ring beam template of hollow block brickwork which characterized in that: the modification module is a modification module which can be used as a cast-in-situ ring beam template of the hollow block masonry, the modification module is arranged on the top surface of the block masonry wall, the U-shaped main body part of the modification module is used as a ring beam casting template at the top of the hollow block masonry wall, and the shearing resistant block part of the modification module is inserted into a corresponding cavity of a masonry top skin block and is connected with the top skin block through plastering at the bottom of the U-shaped main body part and the periphery of the shearing resistant block part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810409219.5A CN108343234B (en) | 2018-05-02 | 2018-05-02 | Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810409219.5A CN108343234B (en) | 2018-05-02 | 2018-05-02 | Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108343234A CN108343234A (en) | 2018-07-31 |
| CN108343234B true CN108343234B (en) | 2023-10-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810409219.5A Active CN108343234B (en) | 2018-05-02 | 2018-05-02 | Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108343234B (en) |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576864B (en) * | 2020-04-30 | 2022-09-02 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
| CN112962863B (en) * | 2021-02-08 | 2022-10-28 | 江西科技学院 | Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure |
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|---|---|---|---|---|
| JP2001288849A (en) * | 2000-04-05 | 2001-10-19 | Okumura Corp | Hoop bar with spacer and hollow precast concrete column form with it |
| KR200358082Y1 (en) * | 2004-04-20 | 2004-08-05 | 주식회사 민테크이엔지 | Revetment block |
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| CN203213379U (en) * | 2013-01-22 | 2013-09-25 | 山东农业大学 | Heat-preserving and heat-insulating type concrete ring beam template building block |
| CN105715046A (en) * | 2015-12-16 | 2016-06-29 | 绍兴县明煌建材科技有限公司 | Steel and wood template component and construction method thereof |
| CN107447905A (en) * | 2017-09-13 | 2017-12-08 | 中国建筑第七工程局有限公司 | A kind of I-shaped antidetonation is exempted to grout block and blockwork |
| US9932737B1 (en) * | 2010-10-15 | 2018-04-03 | Constructive , Llc | Prefabricated masonry lintels |
| CN207211431U (en) * | 2017-07-21 | 2018-04-10 | 天津城建大学 | Suitable for the prefabricated shear connections structure and masonry wall of hollowed-block masonry |
| CN208618800U (en) * | 2018-05-02 | 2019-03-19 | 天津城建大学 | It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6557818B2 (en) * | 1999-09-30 | 2003-05-06 | Redi-Rock International, Llc | Form for manufacturing concrete retaining wall blocks |
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2018
- 2018-05-02 CN CN201810409219.5A patent/CN108343234B/en active Active
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001288849A (en) * | 2000-04-05 | 2001-10-19 | Okumura Corp | Hoop bar with spacer and hollow precast concrete column form with it |
| KR200358082Y1 (en) * | 2004-04-20 | 2004-08-05 | 주식회사 민테크이엔지 | Revetment block |
| CN1916324A (en) * | 2005-08-18 | 2007-02-21 | 罗进南 | Multifunctional composite hollow building block with no cold bridge, self-heat preserved wall body, and buildings |
| US9932737B1 (en) * | 2010-10-15 | 2018-04-03 | Constructive , Llc | Prefabricated masonry lintels |
| CN102086666A (en) * | 2010-12-17 | 2011-06-08 | 张建兴 | Novel built concrete structure building wall and construction method thereof |
| CN203213379U (en) * | 2013-01-22 | 2013-09-25 | 山东农业大学 | Heat-preserving and heat-insulating type concrete ring beam template building block |
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| CN207211431U (en) * | 2017-07-21 | 2018-04-10 | 天津城建大学 | Suitable for the prefabricated shear connections structure and masonry wall of hollowed-block masonry |
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| Publication number | Publication date |
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| CN108343234A (en) | 2018-07-31 |
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