CN203821590U - Formwork-free reinforced masonry system - Google Patents
Formwork-free reinforced masonry system Download PDFInfo
- Publication number
- CN203821590U CN203821590U CN201420243311.6U CN201420243311U CN203821590U CN 203821590 U CN203821590 U CN 203821590U CN 201420243311 U CN201420243311 U CN 201420243311U CN 203821590 U CN203821590 U CN 203821590U
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- CN
- China
- Prior art keywords
- reinforced masonry
- shear wall
- grout
- collar tie
- tie beam
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- Expired - Fee Related
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Abstract
The utility model discloses a formwork-free reinforced masonry system. The system comprises a reinforced masonry shear wall, a ring beam, prefabricated plates, a leveling layer and grout concrete, wherein the reinforced masonry shear wall comprises building blocks, vertical reinforcing steel bars, transverse reinforcing steel bars and the grout concrete; the ring beam comprises a U-shaped beam, a pressure bearing piece, reinforcing steel bars and the grout concrete and is located on the upper portion of the reinforced masonry shear wall; the prefabricated plates are arranged on the ring beam; the leveling layer is on the upper portions of the prefabricated plates, and the prefabricated plates are connected through the grout concrete and the reinforcing steel bars. The system has the advantages of being low in manufacturing cost and saving materials as the reinforced masonry shear wall, saving formworks, being convenient to construct and reducing manufacturing cost.
Description
Technical field
The utility model belongs to Structural Engineering field, relates to a kind of structural system, refers in particular to a kind of without template reinforced masonry system.
Background technology
Reinforced masonry shear wall structure is very extensive in China's application; this is because reinforced masonry structure main material convenient sources used is easily gathered materials on the spot, and can utilize industrial solid castoff production building block simultaneously; both be conducive to save natural resources, be conducive to again protection of the environment.Reinforced masonry structure cost is low, compared with reinforced concrete structure, can save cement and steel, and the masonry of reinforced masonry structure itself is exactly template, can save timber, constructing operation simple and fast, and speed of application is fast, and financial resources use manpower and material resources sparingly.Simultaneously its sound insulation, heat insulation, refractoriness performance is good.But existing reinforced masonry shear wall structure adopts cast-in-place collar tie beam and cast-in-situ floor, execute man-hour requirement and use a large amount of templates, very uneconomical.
Summary of the invention
The purpose of this utility model is to solve the problem of the waste template of existing reinforced masonry shear wall structure, and proposes a kind of without template reinforced masonry system.
The technical solution adopted in the utility model is: a kind ofly without template reinforced masonry system, comprise reinforced masonry shear wall, collar tie beam, precast plate, leveling layer and grout concrete; Described reinforced masonry shear wall comprises building block, vertical reinforcement, transverse reinforcement and grout concrete; Described collar tie beam comprises U-shaped beam, pressure-bearing plate, reinforcing bar and grout concrete; Described collar tie beam is positioned on reinforced masonry shear wall; Described precast plate rides on collar tie beam; Described leveling layer is on precast plate; Between described precast plate, by grout concrete, be connected with reinforcing bar.
Described collar tie beam is formed by U-shaped beam grout, in two ends of upper surface, is provided with pressure-bearing plate.
Described collar tie beam reserving hole, inserts vertical reinforcement in hole, as with being connected of reinforced masonry shear wall.
Described reinforced masonry shear wall is connected by grout concrete with precast plate.
Due to the utilization of technique scheme, the utility model compared with prior art tool has the following advantages: both possessed the advantage that reinforced masonry shear wall structural cost is low, save material, further saved again template, convenient construction, reduces cost.
Accompanying drawing explanation
Fig. 1 is a kind of intermediate node schematic diagram without template reinforced masonry system of the present utility model;
Fig. 2 is a kind of node schematic diagram that keeps to the side without template reinforced masonry system of the present utility model;
Wherein: 1, reinforced masonry shear wall; 2, collar tie beam; 3, precast plate; 4, leveling layer; 5, grout concrete; 6, building block; 7, vertical reinforcement; 8, transverse reinforcement; 9, U-shaped beam; 10, pressure-bearing plate; 11, reinforcing bar.
The specific embodiment
Below in conjunction with the drawings and specific embodiments, the utility model is described further.
Embodiment:
Fig. 1 is a kind of intermediate node schematic diagram without template reinforced masonry system, described without template reinforced masonry system, comprises reinforced masonry shear wall 1, collar tie beam 2, precast plate 3, leveling layer 4 and grout concrete 5; Described reinforced masonry shear wall 1 comprises building block 6, vertical reinforcement 7, transverse reinforcement 8 and grout concrete 5; Described collar tie beam 2 comprises U-shaped beam 9, pressure-bearing plate 10, reinforcing bar 11 and grout concrete 5; Described collar tie beam 2 is positioned on reinforced masonry shear wall 1; Described precast plate 3 rides on collar tie beam 2; Described leveling layer 4 is on precast plate 3; Between described precast plate 3, by grout concrete 5, be connected with reinforcing bar 11.
Described collar tie beam 2 is formed by U-shaped beam 9 grouts, in two ends of upper surface, is provided with pressure-bearing plate 10.
Described collar tie beam 2 reserving holes, insert vertical reinforcement 7 in hole, as with being connected of reinforced masonry shear wall 1.
Described reinforced masonry shear wall 1 is connected by grout concrete 5 with precast plate 3.
A construction method without template reinforced masonry system, comprises the steps: successively
(a) preparation: prefabricated preparation and preparation at the construction site work two parts of comprising building block 6; Wherein the prefabricated preparation of building block 6 is carried out at blockyard, according to design drawing, adjusts template, blockwork 6; Before on-the-spot formal construction, place cleaning, to prepare the stacking of the materials such as precast plate 3, U-shaped beam 9, reinforcing bar 11;
(b) construction of reinforced masonry shear wall 1: first arrange vertical reinforcement 7, the placement of vertical reinforcement 7 is paved prior to building block 6, want accurately the position of vertical reinforcement 7, according to design drawing, the position that is kept vertical reinforcement 7 by positioner, with prevent building block 6 snap in grout process in vertical reinforcement 7 produce displacements, guarantee that vertical reinforcement 7 is fixed on suitable design attitude, the layout of vertical reinforcement 7 should meet the requirement to its spacing in standard simultaneously; Then pave building block 6, while paving, will guarantee the consistency from top to bottom of building block 6 holes; Then arrange transverse reinforcement 8, paved the transverse reinforcement 8 of rear this skin of layout of a skin building block 6, transverse reinforcement 8 rests the horizontal ribbed upper of building block 6, guarantees that transverse reinforcement 8 is fixed on suitable design attitude, and the layout of transverse reinforcement 8 should meet the requirement to its spacing in standard simultaneously; According to above-mentioned steps skin skin, pave, be built into after the blockwork of a floor height, 5 pairs of part or all of holes of the grout concrete mixing are carried out to grout and vibrate; Finally according to code requirement, carry out maintenance and protection, curing requirements varies with temperature, and especially the masonry construction of top grout, should keep covering and moistening to prevent excessive being dried;
(c) construction of collar tie beam 2: the hole that U-shaped beam 9 is reserved aligns with the vertical reinforcement 7 of reinforced masonry shear wall 1, then U-shaped beam 9 is lain in a horizontal plane on reinforced masonry shear wall 1, then arrange the steel bar stress 11 in U-shaped beam 9, last grout also arranges pressure-bearing plate 10 in two ends of U-shaped beam 9 upper surfaces, prevents local crushing;
(d) construction of floor and leveling layer 4: precast plate 3 is arranged in place, and two ends ride on collar tie beam 2, put reinforcing bar 11 between precast plate 3, connect into an integral body by grout, finally lay leveling layer 4;
(e) repeat (b) (c) (d) until total complete.
Should be understood that; for those skilled in the art; do not departing under the prerequisite of the utility model principle; can also make some improvement; these improvement also should be considered as protection domain of the present utility model, in the present embodiment not clear and definite each ingredient all available prior art realized.
Claims (4)
1. without a template reinforced masonry system, it is characterized in that: comprise reinforced masonry shear wall (1), collar tie beam (2), precast plate (3), leveling layer (4) and grout concrete (5); Described reinforced masonry shear wall (1) comprises building block (6), vertical reinforcement (7), transverse reinforcement (8) and grout concrete (5); Described collar tie beam (2) comprises U-shaped beam (9), pressure-bearing plate (10), reinforcing bar (11) and grout concrete (5); Described collar tie beam (2) is positioned on reinforced masonry shear wall (1); Described precast plate (3) rides on collar tie beam (2); Described leveling layer (4) is on precast plate (3); Between described precast plate (3), by grout concrete (5), be connected with reinforcing bar (11).
2. according to claim 1 a kind of without template reinforced masonry system, it is characterized in that: described collar tie beam (2) is formed by U-shaped beam (9) grout, in two ends of upper surface, be provided with pressure-bearing plate (10).
3. according to claim 2 a kind of without template reinforced masonry system, it is characterized in that: described collar tie beam (2) reserving hole, in hole, insert vertical reinforcement (7), as with being connected of reinforced masonry shear wall (1).
4. according to claim 1 a kind of without template reinforced masonry system, it is characterized in that: described reinforced masonry shear wall (1) is connected by grout concrete (5) with precast plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420243311.6U CN203821590U (en) | 2014-05-14 | 2014-05-14 | Formwork-free reinforced masonry system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420243311.6U CN203821590U (en) | 2014-05-14 | 2014-05-14 | Formwork-free reinforced masonry system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203821590U true CN203821590U (en) | 2014-09-10 |
Family
ID=51477105
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420243311.6U Expired - Fee Related CN203821590U (en) | 2014-05-14 | 2014-05-14 | Formwork-free reinforced masonry system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203821590U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389360A (en) * | 2014-12-29 | 2015-03-04 | 株洲博尔曼科技发展有限公司 | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof |
-
2014
- 2014-05-14 CN CN201420243311.6U patent/CN203821590U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389360A (en) * | 2014-12-29 | 2015-03-04 | 株洲博尔曼科技发展有限公司 | Externally suspended insulation board type reinforcement brickwork shear wall system and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140910 Termination date: 20180514 |