CN108343234A - It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry - Google Patents
It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry Download PDFInfo
- Publication number
- CN108343234A CN108343234A CN201810409219.5A CN201810409219A CN108343234A CN 108343234 A CN108343234 A CN 108343234A CN 201810409219 A CN201810409219 A CN 201810409219A CN 108343234 A CN108343234 A CN 108343234A
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- China
- Prior art keywords
- modification module
- block
- shearing
- masonry
- hollowed
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- 230000004048 modification Effects 0.000 title claims abstract description 47
- 238000012986 modification Methods 0.000 title claims abstract description 47
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 238000009415 formwork Methods 0.000 claims abstract description 6
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 4
- 239000004567 concrete Substances 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000465 moulding Methods 0.000 description 2
- 238000010008 shearing Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 239000011178 precast concrete Substances 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
Landscapes
- 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 present invention relates to the modification module that can be used as the cast-in-place ring beam template of hollowed-block masonry and its applications, modification module generally prefabricated reinforced concrete structure, it include the U-shaped main part being made of two sides and bottom edge, its inner cavity forms collar tie beam concreting chamber, it is configured with a plurality of high tensile steel wire in bottom edge, shearing-resistance blocks part is provided with below U-shaped main part.It is applied：Modification module is arranged in block masonry wall top face, the U-shaped main part of modification module is used as hollowed-block masonry wall top ring beam formwork for placing, the shearing-resistance blocks of modification module are inserted partially into the correspondence cavity of masonry top skin building block, and are connect with top skin building block by plastering around the bottom of U-shaped main part and shearing-resistance blocks part.Modification module not only enhances the mass action of masonry building block when collar tie beam pours on the basis of being used as ring beam template, but to masonry vertically crack occurrence when generated horizontal fracture inhibit.
Description
Technical field
The invention belongs to technical field of building construction, and being related to hollowed-block masonry construction technology more particularly to one kind can make
Modification module for the cast-in-place ring beam template of hollowed-block masonry and its application.
Background technology
At present when pouring hollowed-block masonry top ring beam, to prevent hollowed-block masonry wall collar tie beam concrete from flowing into circle
Beam adjacent masonry, often take top skin building block precoat a part of concrete and be laid with two methods of dense mesh piece.In top skin
Pre-cast concrete in building block, complex procedures, construction are inconvenient.It is laid with dense mesh piece and be easy to cause concrete when collar tie beam pours
Incline in leakage to lower blocks cavity, causes waste of material.
According to masonry related specifications, the template that U-shaped block does the cast-in-place collar tie beam of block masonry can be used in non-Anti-Seismic Region, can solve
Certainly the construction of above two method is existing insufficient, but in Anti-Seismic Region since the collar tie beam of block masonry is combined with lower block body building block
It is weaker, so not allowing to use template of the U-shaped block as masonry building block.
Therefore existing deficiency is used as ring beam template for the above U-shaped block, it needs to be improved design to U-shaped block, both
Collar tie beam formwork for placing is can serve as, and good mass action can be formed with lower block body.
Invention content
It is an object of the invention in place of overcome the deficiencies in the prior art, provide one kind, to can be used as hollowed-block masonry cast-in-place
The modification module of ring beam template and its application, the modification module can enhance collar tie beam on the basis of being used as ring beam template
The mass action of block masonry when pouring, but can to masonry vertically crack occurrence when generated horizontal fracture inhibit.
The present invention solves its technical problem and following technical scheme is taken to realize：
A kind of modification module can be used as the cast-in-place ring beam template of hollowed-block masonry, it is characterised in that：Modification module is whole
Include the U-shaped main part being made of two sides and bottom edge, the inner cavity shape of U-shaped main part for prefabricated reinforced concrete structure
At collar tie beam concreting chamber, a plurality of high tensile steel wire is configured in bottom edge, being provided with below U-shaped main part can be with top
Skin building block cavity forms the shearing-resistance blocks part of clearance-type inserting cooperation.
And, the quantity of shearing-resistance blocks is one piece.
And, the quantity of shearing-resistance blocks is two pieces, and the distance between two pieces of shearing-resistance blocks are adjacent with top two adjacent block of skin
The distance between cavity is equal.
And, the height of shearing-resistance blocks is push up skin building-block cavity height 1/4~1/3.
A kind of application for the modification module can be used as the cast-in-place ring beam template of hollowed-block masonry, it is characterised in that：Modified mould
Block uses above-mentioned modular structure, modification module to be arranged in block masonry wall top face, and the U-shaped main part of modification module is as hollow
Block masonry wall top ring beam formwork for placing uses, and the shearing-resistance blocks of modification module are inserted partially into the corresponding empty of masonry top skin building block
Intracavitary, and connect with top skin building block by plastering around the bottom of U-shaped main part and shearing-resistance blocks part.
The advantages and positive effects of the present invention are：
1, the U-shaped main part of this modification module is used as hollowed-block masonry wall top ring beam formwork for placing, into
When row collar tie beam is constructed, avoids concrete when collar tie beam pours and leak into following building-block cavity, save material.
2, this modification module adds the shearing resistance block structure that can be inserted into building block cavity, shearing resistance below U-shaped main part
Block is plastered by mortar joint and is connect with the building-block at the top of masonry wall, limits the displacement of modification module, at the same in building block cavity
Wall generates good interlocking, enhances the mass action of structure, improves shear resistance.
3, this modification module in the bottom edge of U-shaped main part by being incorporated high tensile steel wire, when masonry vertically open by crack
When splitting, generated horizontal fracture can be inhibited, to improve wall body structure deformability.
4, this modification module shape is simple, suitable for being made extensive in the factory, easy construction.
Description of the drawings
Fig. 1 is the structural schematic diagram that shearing-resistance blocks of the present invention are monolithic；
Fig. 2 is the use state reference chart of Fig. 1；
Fig. 3 is the structural schematic diagram that shearing-resistance blocks of the present invention are double block；
Fig. 4 is the use state reference chart of Fig. 3；
Fig. 5 is the planar structure schematic diagram that two kinds of modification modules of the invention are simultaneously used on wall；
Fig. 6 is the A-A sectional views of Fig. 5.
Specific implementation mode
The invention will be further described below in conjunction with the accompanying drawings and by specific embodiment, and following embodiment is descriptive
, it is not restrictive, protection scope of the present invention cannot be limited with this.
A kind of modification module can be used as the cast-in-place ring beam template of hollowed-block masonry, please participate in Fig. 1-6, and innovative point is：
Modification module generally prefabricated reinforced concrete structure includes the U-shaped main part being made of two sides and bottom edge
1, the inner cavity of U-shaped main part forms collar tie beam concreting chamber, a plurality of high tensile steel wire 2 is configured in bottom edge, in U-shaped main body
The shearing-resistance blocks part 3 of clearance-type inserting cooperation can be formed with top skin building block cavity by being provided with below partial.
The quantity of above-mentioned shearing-resistance blocks is preferably two kinds：
The first：The quantity of shearing-resistance blocks is one piece.The modification module for being provided with one piece of shearing-resistance blocks is mainly used for the two of wall
End or the turning position of wall.
Second：The quantity of shearing-resistance blocks is two pieces, and the distance between two pieces of shearing-resistance blocks are adjacent with top two adjacent block of skin
The distance between cavity is equal.It is provided with non-end and non-turning position of the modification module of two pieces of shearing-resistance blocks for wall, and
Modification module forms fissure of displacement overlap joint with top skin building block, i.e. it is corresponding that two shearing-resistance blocks on every piece of modification module are inserted respectively into lower section
Two adjacent top skin building blocks adjacent cavities in.
The height of above-mentioned shearing-resistance blocks is more preferably push up skin building-block cavity height 1/4~1/3.
The production method of above-mentioned modification module is：Prepare the template of U-shaped main part and shearing-resistance blocks part first, then to mould
High tensile steel wire is placed in advance in plate, finally by U-shaped main part, shearing-resistance blocks part, the cast-in-place molding of internal high tensile steel wire.
A kind of application for the modification module can be used as the cast-in-place ring beam template of hollowed-block masonry：Modification module uses above-mentioned mould
Block structure, modification module are arranged in block masonry wall top face, and the U-shaped main part of modification module is as hollowed-block masonry wall top
Portion's collar tie beam formwork for placing uses, and the shearing-resistance blocks of modification module are inserted partially into the correspondence cavity of masonry top skin building block, and in U-shaped
It is connect with top skin building block by plastering around the bottom and shearing-resistance blocks part of main part, realizes one-time-concreting molding.U-shaped master
Form horizontal mortar joint 4 between the bottom of body portion and top skin building block, around shearing-resistance blocks part with the internal chamber wall of top skin building block it
Between formed side mortar joint 5, make modification module with push up skin building block 6 form firm be engaged.
Although disclosing the embodiment of the present invention and attached drawing for the purpose of illustration, those skilled in the art can manage
Solution：Do not departing from the present invention and spirit and scope of the appended claims in, various substitutions, changes and modifications be all it is possible,
Therefore, the scope of the present invention is not limited to embodiment and attached drawing disclosure of that.
Claims (5)
1. a kind of modification module can be used as the cast-in-place ring beam template of hollowed-block masonry, it is characterised in that：Modification module is generally
Prefabricated reinforced concrete structure, includes the U-shaped main part being made of two sides and bottom edge, and the inner cavity of U-shaped main part is formed
Collar tie beam concreting chamber is configured with a plurality of high tensile steel wire in bottom edge, and being provided with below U-shaped main part can be with top skin
Building block cavity forms the shearing-resistance blocks of clearance-type inserting cooperation.
2. the modification module according to claim 1 that can be used as the cast-in-place ring beam template of hollowed-block masonry, it is characterised in that：
The quantity of the shearing-resistance blocks is one piece.
3. the modification module according to claim 1 that can be used as the cast-in-place ring beam template of hollowed-block masonry, it is characterised in that：
The quantity of shearing-resistance blocks is two pieces, the distance between the distance between two pieces of shearing-resistance blocks and the adjacent cavities of top two adjacent block of skin phase
Deng.
4. the modification module according to claim 1 that can be used as the cast-in-place ring beam template of hollowed-block masonry, it is characterised in that：
The height of shearing-resistance blocks is push up skin building-block cavity height 1/4~1/3.
5. a kind of application for the modification module can be used as the cast-in-place ring beam template of hollowed-block masonry, it is characterised in that：Modification module
Using above-mentioned modular structure, modification module is arranged in block masonry wall top face, and the U-shaped main part of modification module is as hollow building
Block masonry wall top ring beam formwork for placing uses, and the shearing-resistance blocks of modification module are inserted partially into the correspondence cavity of masonry top skin building block
It is interior, and connect with top skin building block by plastering around the bottom of U-shaped main part and shearing-resistance blocks 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 true CN108343234A (en) | 2018-07-31 |
| CN108343234B CN108343234B (en) | 2023-10-27 |
Family
ID=62956305
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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 |
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| Country | Link |
|---|---|
| CN (1) | CN108343234B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576864A (en) * | 2020-04-30 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
| CN112962863A (en) * | 2021-02-08 | 2021-06-15 | 江西科技学院 | Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure |
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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 |
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2018
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|---|---|---|---|---|
| US20010026734A1 (en) * | 1999-09-30 | 2001-10-04 | Redi-Rock International | Form For Manufacturing Concrete Retaining Wall Blocks |
| 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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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111576864A (en) * | 2020-04-30 | 2020-08-25 | 中铁十四局集团建筑工程有限公司 | Method for pouring horizontal tie beam of building wall |
| CN112962863A (en) * | 2021-02-08 | 2021-06-15 | 江西科技学院 | Construction method of semi-prefabricated ring beam and semi-prefabricated ring beam structure |
| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108343234B (en) | 2023-10-27 |
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