CN208618800U - It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry - Google Patents
It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry Download PDFInfo
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- CN208618800U CN208618800U CN201820641419.9U CN201820641419U CN208618800U CN 208618800 U CN208618800 U CN 208618800U CN 201820641419 U CN201820641419 U CN 201820641419U CN 208618800 U CN208618800 U CN 208618800U
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Abstract
The utility model relates to can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry, modification module generally prefabricated reinforced concrete structure, including the U-shaped main part being made of two sides and bottom edge, its inner cavity forms collar tie beam concrete pouring cavity, 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 are as follows: 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 by plastering with top skin building block 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 using as ring beam template, but to masonry vertically crack occurrence when generated horizontal fracture inhibit.
Description
Technical field
The utility model belongs to technical field of building construction, is related to hollowed-block masonry construction technology, more particularly to a kind of
It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry.
Background technique
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 concrete when dense mesh piece be easy to cause collar tie beam to pour
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 above two method construction is existing insufficient, but in Anti-Seismic Region since the collar tie beam of block masonry is in conjunction with lower block body building block
It is weaker, so not allowing using 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 improve design to U-shaped block, both
It can serve as collar tie beam formwork for placing, and good mass action can be formed with lower block body.
Utility model content
The purpose of the utility model is to overcome in place of the deficiencies in the prior art, providing one kind can be used as hollowed-block masonry
The modification module of cast-in-place ring beam template, the modification module can enhance collar tie beam and pour on the basis of using as ring beam template
When block masonry mass action, and can to masonry vertically crack occurrence when generated horizontal fracture inhibit.
The utility model solves its technical problem and adopts the following technical solutions to achieve:
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
For prefabricated reinforced concrete structure, including the U-shaped main part being made of two sides and bottom edge, the inner cavity shape of U-shaped main part
At collar tie beam concrete pouring cavity, 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.
The advantages and positive effects of the utility model are as follows:
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 is by being incorporated high tensile steel wire in the bottom edge of U-shaped main part, 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, is suitable in extensive production in the factory, easy construction.
Detailed description of the invention
Fig. 1 is the structural schematic diagram that the utility model shearing-resistance blocks are monolithic；
Fig. 2 is the use state of Fig. 1 with reference to figure；
Fig. 3 is the structural schematic diagram that the utility model shearing-resistance blocks are double block；
Fig. 4 is the use state of Fig. 3 with reference to figure；
Fig. 5 is the planar structure schematic diagram that two kinds of modification modules of the utility model are simultaneously used on wall；
Fig. 6 is the A-A sectional view of Fig. 5.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing and by specific embodiment, and following embodiment is only retouched
The property stated, it is not restrictive, protection scope of this utility model cannot be limited by 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, innovative point are as follows:
Modification module generally prefabricated reinforced concrete structure, including the U-shaped main part being made of two sides and bottom edge
The inner cavity of 1, U shape main part forms collar tie beam concrete pouring cavity, a plurality of high tensile steel wire 2 is configured in bottom edge, in U-shaped master
The shearing-resistance blocks part 3 that clearance-type inserting cooperation can be formed with top skin building block cavity is provided with below body portion.
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.The modification module for being provided with two pieces of shearing-resistance blocks is used for the non-end and non-turning position of wall, and
Modification module and top skin building block form fissure of displacement overlap joint, 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 are as follows: prepare the template of U-shaped main part and shearing-resistance blocks part, then Xiang Mo first
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 by plastering with top skin building block 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 embodiments of the present invention and attached drawing for the purpose of illustration, those skilled in the art can be with
Understand: departing from the utility model and spirit and scope of the appended claims, various substitutions, changes and modifications are all can
Can, therefore, the scope of the utility model is not limited to the embodiment and attached drawing disclosure of that.
Claims (4)
1. a kind of modification module that 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, including the U-shaped main part being made of two sides and bottom edge, the inner cavity of U-shaped main part is formed
Collar tie beam concrete pouring cavity 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820641419.9U CN208618800U (en) | 2018-05-02 | 2018-05-02 | It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820641419.9U CN208618800U (en) | 2018-05-02 | 2018-05-02 | It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry |
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| Publication Number | Publication Date |
|---|---|
| CN208618800U true CN208618800U (en) | 2019-03-19 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201820641419.9U Active CN208618800U (en) | 2018-05-02 | 2018-05-02 | It can be used as the modification module of the cast-in-place ring beam template of hollowed-block masonry |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343234A (en) * | 2018-05-02 | 2018-07-31 | 天津城建大学 | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
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2018
- 2018-05-02 CN CN201820641419.9U patent/CN208618800U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108343234A (en) * | 2018-05-02 | 2018-07-31 | 天津城建大学 | It can be used as modification module and its application of the cast-in-place ring beam template of hollowed-block masonry |
| CN108343234B (en) * | 2018-05-02 | 2023-10-27 | 天津城建大学 | Modification module capable of being used as cast-in-situ ring beam template of hollow block masonry and application thereof |
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