CN103726592B - Z-shaped column frame built-in single-row reinforcement light block body of wall and the practice - Google Patents
Z-shaped column frame built-in single-row reinforcement light block body of wall and the practice Download PDFInfo
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- CN103726592B CN103726592B CN201310744052.5A CN201310744052A CN103726592B CN 103726592 B CN103726592 B CN 103726592B CN 201310744052 A CN201310744052 A CN 201310744052A CN 103726592 B CN103726592 B CN 103726592B
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Abstract
Z-shaped column frame built-in single-row reinforcement light block body of wall and the practice, be a kind of energy-saving wall being made up of Z-shaped column frame and built-in single-row reinforcement light block body of wall, belongs to building structure energy-saving earthquake-resistant technical field. Mainly combined by light block, sleeper, steel tie, the vertical distribution bar of body of wall, body of wall horizontal distribution reinforcing bar; The present invention, by effective connection of sleeper, steel tie, body of wall horizontal distribution reinforcing bar, the vertical distribution bar of body of wall, has improved the overall anti-seismic performance of body of wall. Body of wall adopts light block, and insulation ability is good; The built-in single-row reinforcement of body of wall, strengthens overall anti-seismic performance.
Description
Technical field
The present invention relates to the built-in single-row reinforcement light block of a kind of Z-shaped column frame for villages and small towns tier buildingBody of wall and the practice are a kind of be made up of Z-shaped column frame and built-in single-row reinforcement light block body of wall energy-conservationBody of wall, belongs to building structure energy-saving earthquake-resistant technical field.
Background technology
China is located in two and enlivens greatly earthquake zone, belongs to earthquake-prone region. Spend～9 degree earthquakes of continent 6 according to statisticsDistrict accounts for 80% of area. From Tangshan Earthquake so far, the more than 5.0 grades earthquake of China mainland, the overwhelming majorityOccur in vast rural area and rural area. Rustic home is conventionally according to house-owner's economic situation, pass according to localitySystem custom is built, and mainly mixes as main taking brick. Be characterized in simple in structure, cheap, be easy to get nearbyMaterial, shock resistance is poor. In the time suffering equal earthquake intensity, farm building collapse degree and populationCasualty Vulnerability Number is far above city, and disaster-stricken situation is serious.
Tradition multi-storey building Hollow Block Masonry Structure Anti-seismic ability is poor. A kind of arrangement of reinforcement of simplifying of research and development, is easy to construction,The Housing Structure System with good anti-seismic performance has become engineering to need badly. The built-in single-row reinforcement of Z-shaped column frame is lightMatter blockwork is, in body of wall end, Z-shaped column frame is set, and light block inside arranges reinforcing bar, reaches anti-Shake and energy saving integrated.
The built-in single-row reinforcement light block of Z-shaped column frame body of wall, by placing special-shaped sleeper in body of wall end,Increase body of wall lateral resistant ability, improved the anti-seismic performance of body of wall, overcome in the outstanding body of wall of frame structure postDrawback, make building beautiful and applicable, the built-in single-row reinforcement of light block strengthens beam column and obtains shear resistance. ZThe built-in single-row reinforcement light block of shape column frame body of wall has stronger than masonry residence structural seismic capacity, antidetonationThe feature of energy saving integrated. Therefore, research economical rationality, the built-in list of the receptible Z-shaped column frame of the massesDeploying muscle light block body of wall, solution villages and small towns tier building globality is poor, shock resistance is poor, insulationThe problems such as performance is bad, have important economic worth and social effect.
Summary of the invention
It is anti-that the object of the invention is to provide one to have simple structure, cheap, easy construction, insulationThe built-in single-row reinforcement light block of the Z-shaped column frame wall for villages and small towns tier building of the advantages such as shock stability is goodBody, effectively solves the problems such as villages and small towns tier building globality is poor, shock resistance is poor, heat-insulating property is bad.
The technical solution used in the present invention is as follows:
The built-in single-row reinforcement light block of Z-shaped column frame of the present invention body of wall, mainly by light block 1, darkPost 2, steel tie 3, the vertical distribution bar 4 of body of wall, body of wall horizontal distribution reinforcing bar 5 combine; ItsBe characterised in that: body of wall end is provided with the special-shaped frame columns of steel tie, middle part is single-row reinforcement body of wall;Four sleeper 2 and steel tie 3 form Z-shaped column frame, and described sleeper 2 is positioned at Z-shaped column frameEnd and centre, steel tie 3 is between adjacent two sleeper; Sleeper 2 adopt four longitudinal reinforcements andRectangle hoop; Steel tie 3 be by reinforcing bar binding in adjacent sleeper rectangle hoop side middle, connectBecome entirety; Body of wall horizontal distribution reinforcing bar 5 is positioned on light block 1, is connected with sleeper 2 stirrups; WallThe placement vertical with body of wall horizontal distribution reinforcing bar 5 of the vertical distribution bar 4 of body, is placed in the inner structure of light block 1Become single-row reinforcement net wall.
Further, the vertical distribution bar 4 of described body of wall adopts HRB335 level or HRB400 level; When anti-Shake earthquake intensity is not more than 7 while spending, and the vertical distribution bar diameter of body of wall is 8mm or 10mm, spacing 300mm;When antidetonation earthquake intensity is not more than 8 while spending, the vertical distribution bar diameter of body of wall is 12mm or 14mm, spacing300mm; Vertical distribution bar is basis and the interior anchoring of upper floor deeply.
Further, described body of wall horizontal distribution reinforcing bar 5 adopts HRB335 level or HRB400 level; When anti-Shake earthquake intensity is not more than 7 while spending, and body of wall horizontal distribution bar diameter is 6mm or 8mm, spacing 300mm;When antidetonation earthquake intensity is not more than 8 while spending, body of wall horizontal distribution bar diameter is 12mm or 14mm, spacing300mm；
Further, described sleeper 2 longitudinal reinforcements adopt HRB335 level or HRB400 grade reinforcing steel, diameterFor 12mm or 14mm; Stirrup diameter is 8mm or 10mm, stirrup spacing 150mm.
Further, steel tie 3 adopts HRB335 grade reinforcing steel, and bar diameter is 8mm or 10mm;Longitudinal pitch equals sleeper stirrup spacing 150mm.
Further, described light block 1 adopts density to be less than 600kg/m3Building block.
The preparation method of the built-in single-row reinforcement light block of described above-mentioned Z-shaped column frame body of wall, its production orderAs follows:
A inserts in sleeper 2, the vertical distribution bar 4 of body of wall in foundation beam by size, builds foundation beam coagulationSoil;
B copies measuring line by foundation beam upper surface by house planar dimension, and levelling foundation beam upper surface, pressesLight block thickness of wall body ejects double solid line;
C in the stirrup side middle of adjacent sleeper 2, makes steel tie 3 colligations connect between sleeper 2Become entirety;
D builds light block 1 by laying bricks or stones, after light block 1 end saw kerf, vertical body of wall distribution bar 4 is hidden inIn light block 1, light block 1 end saw kerf is tamped with masonry mortar to body of wall horizontal distribution reinforcing bar 5Be hidden in body of wall horizontal mortar joint, end banding on the stirrup of sleeper 2, and with the body of wall steel that vertically distributesMuscle 4 contact position colligations.
E builds the Z-shaped column frame concrete that sleeper 2 forms, casting beams concrete.
The built-in single-row reinforcement light block of the Z-shaped column frame of the present invention body of wall is applicable to villages and small towns tier building. WallBody bight is by sleeper and steel tie combination, and shear behavior is good, improves the lateral resistant ability of body of wall, effectivelyStrengthen the anti-seismic performance of body of wall. Sleeper and body of wall uniform thickness, save construction area, avoids occurring that post is stupefied.By effective connection of sleeper, steel tie, body of wall horizontal distribution reinforcing bar, the vertical distribution bar of body of wall,Improve body of wall entirety anti-seismic performance 38%.
Brief description of the drawings:
Fig. 1 is the built-in single-row reinforcement light block of Z-shaped column frame body of wall sectional drawing;
Fig. 2 is wall steel bar schematic diagram;
Fig. 3 is sleeper structural map;
In figure:
1-light block; 2-sleeper; 3-steel tie; The vertical distribution bar of 4-body of wall;
5-body of wall horizontal distribution reinforcing bar.
Detailed description of the invention:
Be described further for the present invention below in conjunction with the drawings and specific embodiments:
The built-in single-row reinforcement light block of Z-shaped column frame body of wall as shown in Figure 1 to Figure 3, mainly by gentlyMatter building block 1, sleeper 2, steel tie 3, the vertical distribution bar 4 of body of wall, body of wall horizontal distribution reinforcing bar 5Combine; It is characterized in that: body of wall end is provided with the special-shaped frame columns of steel tie, and middle part isSingle-row reinforcement body of wall; Four sleeper 2 and steel tie 3 form Z-shaped column frame, 2 of described sleeperIn end and the centre of Z-shaped column frame, steel tie 3 is between adjacent two sleeper; Sleeper 2 adoptsFour longitudinal reinforcements and rectangle hoop; Steel tie 3 is in adjacent sleeper rectangle hoop side by reinforcing bar bindingMiddle, limit, connects into entirety; Body of wall horizontal distribution reinforcing bar 5 is positioned on light block 1, and sleeper 2Stirrup connects; The placement vertical with body of wall horizontal distribution reinforcing bar 5 of the vertical distribution bar 4 of body of wall, is placed in lightweightThe inner formation single-row reinforcement of building block 1 net wall.
Further, the vertical distribution bar 4 of described body of wall adopts HRB335 level or HRB400 level; When anti-Shake earthquake intensity is not more than 7 while spending, and the vertical distribution bar diameter of body of wall is 8mm or 10mm, spacing 300mm;When antidetonation earthquake intensity is not more than 8 while spending, the vertical distribution bar diameter of body of wall is 12mm or 14mm, spacing300mm; Vertical distribution bar is basis and the interior anchoring of upper floor deeply.
Further, described body of wall horizontal distribution reinforcing bar 5 adopts HRB335 level or HRB400 level; When anti-Shake earthquake intensity is not more than 7 while spending, and body of wall horizontal distribution bar diameter is 6mm or 8mm, spacing 300mm;When antidetonation earthquake intensity is not more than 8 while spending, body of wall horizontal distribution bar diameter is 12mm or 14mm, spacing300mm；
Further, described sleeper 2 longitudinal reinforcements adopt HRB335 level or HRB400 grade reinforcing steel, diameterFor 12mm or 14mm; Stirrup diameter is 8mm or 10mm, stirrup spacing 150mm.
Further, steel tie 3 adopts HRB335 grade reinforcing steel, and bar diameter is 8mm or 10mm;Longitudinal pitch equals sleeper stirrup spacing 150mm.
Further, described light block 1 adopts density to be less than 600kg/m3Building block.
The preparation method of the built-in single-row reinforcement light block of described above-mentioned Z-shaped column frame body of wall, its production orderAs follows:
A inserts in sleeper 2, the vertical distribution bar 4 of body of wall in foundation beam by size, builds foundation beam coagulationSoil;
B copies measuring line by foundation beam upper surface by house planar dimension, and levelling foundation beam upper surface, pressesLight block thickness of wall body ejects double solid line;
C in the stirrup side middle of adjacent sleeper 2, makes steel tie 3 colligations connect between sleeper 2Become entirety;
D builds light block 1 by laying bricks or stones, after light block 1 end saw kerf, vertical body of wall distribution bar 4 is hidden inIn light block 1, light block 1 end saw kerf is tamped with masonry mortar to body of wall horizontal distribution reinforcing bar 5Be hidden in body of wall horizontal mortar joint, end banding on the stirrup of sleeper 2, and with the body of wall steel that vertically distributesMuscle 4 contact position colligations.
E builds the Z-shaped column frame concrete that sleeper 2 forms, casting beams concrete.
Be more than an exemplary embodiments of the present invention, enforcement of the present invention is not limited to this.
Claims (6)
- The built-in single-row reinforcement light block of 1.Z shape column frame body of wall, is mainly combined by light block (1), sleeper (2), steel tie (3), the vertical distribution bar of body of wall (4), body of wall horizontal distribution reinforcing bar (5); It is characterized in that: body of wall end is provided with the special-shaped frame columns of steel tie, middle part is single-row reinforcement body of wall; Four sleeper (2) and steel tie (3) form Z-shaped column frame, and described sleeper (2) is positioned at end and the centre of Z-shaped column frame, and steel tie (3) is between adjacent two sleeper; Sleeper (2) adopts four longitudinal reinforcements and rectangle hoop; Steel tie (3) be by reinforcing bar binding in adjacent sleeper rectangle hoop side middle, connect into entirety; It is upper that body of wall horizontal distribution reinforcing bar (5) is positioned over light block (1), is connected with sleeper (2) stirrup; The vertical distribution bar of body of wall (4) placement vertical with body of wall horizontal distribution reinforcing bar (5), is placed in the inner formation of light block (1) single-row reinforcement net wall.
- 2. the built-in single-row reinforcement light block of Z-shaped column frame body of wall according to claim 1, is characterized in that: the vertical distribution bar of body of wall (4) adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, the vertical distribution bar diameter of body of wall is 8mm or 10mm, spacing 300mm; When antidetonation earthquake intensity is not more than 8 while spending, the vertical distribution bar diameter of body of wall is 12mm or 14mm, spacing 300mm; The vertical distribution bar of body of wall is basis and the interior anchoring of upper floor deeply.
- 3. the built-in single-row reinforcement light block of Z-shaped column frame body of wall according to claim 1, is characterized in that: body of wall horizontal distribution reinforcing bar (5) adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, body of wall horizontal distribution bar diameter is 6mm or 8mm, spacing 300mm; When antidetonation earthquake intensity is not more than 8 while spending, body of wall horizontal distribution bar diameter is 12mm or 14mm, spacing 300mm.
- 4. the built-in single-row reinforcement light block of Z-shaped column frame body of wall according to claim 1, is characterized in that: sleeper (2) longitudinal reinforcement adopts HRB335 level or HRB400 grade reinforcing steel, and diameter is 12mm or 14mm; Stirrup diameter is 8mm or 10mm, stirrup spacing 150mm.
- 5. the built-in single-row reinforcement light block of Z-shaped column frame body of wall according to claim 1, is characterized in that: steel tie (3) adopts HRB335 grade reinforcing steel, and bar diameter is 8mm or 10mm; Longitudinal pitch equals sleeper stirrup spacing 150mm.
- 6. the preparation method to the built-in single-row reinforcement light block of Z-shaped column frame body of wall described in the arbitrary claim of claim 5 according to claim 1, is characterized in that comprising the following steps:1) sleeper (2), the vertical distribution bar of body of wall (4) are inserted in foundation beam by size, build foundation beam concrete;2) foundation beam upper surface is copied to measuring line by house planar dimension, levelling foundation beam upper surface, ejects double solid line by light block thickness of wall body;3) by steel tie (3) colligation in the stirrup side middle of adjacent sleeper (2), make to connect into entirety between sleeper (2);4) build light block (1) by laying bricks or stones, after the saw kerf of light block (1) end, vertical body of wall distribution bar (4) is hidden in light block (1), light block (1) end saw kerf is tamped with masonry mortar, body of wall horizontal distribution reinforcing bar (5) is hidden in body of wall horizontal mortar joint, end banding on the stirrup of sleeper (2), and with the vertical distribution bar of body of wall (4) contact position colligation;5) build the Z-shaped column frame concrete that sleeper (2) forms, casting beams concrete.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310744052.5A CN103726592B (en) | 2013-12-28 | 2013-12-28 | Z-shaped column frame built-in single-row reinforcement light block body of wall and the practice |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310744052.5A CN103726592B (en) | 2013-12-28 | 2013-12-28 | Z-shaped column frame built-in single-row reinforcement light block body of wall and the practice |
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| CN103726592A CN103726592A (en) | 2014-04-16 |
| CN103726592B true CN103726592B (en) | 2016-05-18 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103924708B (en) * | 2014-04-11 | 2017-06-06 | 北京工业大学 | A kind of Z-shaped regeneration concrete brick blockwork of built-in steel core concrete column and the practice |
| CN104775515B (en) * | 2015-04-03 | 2017-04-19 | 浙江工业大学 | Hidden beam reinforcement method for improving torsional property of Z-shaped column nodes |
| CN114439127A (en) * | 2022-02-24 | 2022-05-06 | 经纬建材有限公司 | Novel cast-in-place wall enclosure structure and construction method thereof |
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| CN201785925U (en) * | 2010-04-30 | 2011-04-06 | 四川善晟建筑智能化工程有限公司 | Partition corner building block for building three-dimensional structure |
| CN202124961U (en) * | 2011-05-25 | 2012-01-25 | 同济大学 | Profile steel concrete shear wall |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07116793B2 (en) * | 1989-02-27 | 1995-12-18 | 新日本製鐵株式会社 | Steel plate for building steel frame Reinforced concrete wall column |
| JP2011069195A (en) * | 2011-01-05 | 2011-04-07 | Sumitomo Mitsui Construction Co Ltd | Column-to-beam joint structure for building, building and joining method |
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2013
- 2013-12-28 CN CN201310744052.5A patent/CN103726592B/en not_active Expired - Fee Related
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201785925U (en) * | 2010-04-30 | 2011-04-06 | 四川善晟建筑智能化工程有限公司 | Partition corner building block for building three-dimensional structure |
| CN202124961U (en) * | 2011-05-25 | 2012-01-25 | 同济大学 | Profile steel concrete shear wall |
Non-Patent Citations (2)
| Title |
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| 带交叉钢筋异形截面短柱抗震性能试验研究及非线性分析;曹万林等;《建筑结构学报》;20050630;第26卷(第26卷第3期);第30页 * |
| 玻化微珠保温墙模复合剪力墙体系研究;段鹏飞等;《建筑节能》;20090331(第3期);第50页 * |
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