CN103711234A - Cross-shaped pillar frame built-in single-row reinforcing bar light building block wall and manufacturing method - Google Patents
Cross-shaped pillar frame built-in single-row reinforcing bar light building block wall and manufacturing method Download PDFInfo
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- CN103711234A CN103711234A CN201310741774.5A CN201310741774A CN103711234A CN 103711234 A CN103711234 A CN 103711234A CN 201310741774 A CN201310741774 A CN 201310741774A CN 103711234 A CN103711234 A CN 103711234A
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Abstract
The invention discloses a cross-shaped pillar frame built-in single-row reinforcing bar light building block wall and a manufacturing method and belongs to the field of energy-saving and earthquake-proof technologies of building structures. The cross-shaped pillar frame built-in single-row reinforcing bar light building block wall is an energy-saving wall which is composed of a cross-shaped pillar frame and built-in single-row reinforcing rib light building block wall bodies. The cross-shaped pillar frame built-in single-row reinforcing bar light building block wall is composed of light building blocks, embedded columns, steel ties, wall vertically-distributed bars and wall horizontally-distributed bars. According to the cross-shaped pillar frame built-in single-row reinforcing bar light building block wall and the manufacturing method, due to effective connection of the embedded columns, the steel ties, the wall vertically-distributed bars and the wall horizontally-distributed bars, the overall earthquake-proof performance of the wall is improved. The wall is made of the light building bricks, and the heat preservation and insulation capability is good. Single-row reinforcing bars are built in the wall, and therefore the overall earthquake-proof performance is enhanced.
Description
Technical field
The present invention relates to a kind of cross section column frame built-in single-row reinforcement light block body of wall and practice for villages and small towns multistory building, be a kind of energy-saving wall being formed by cross section column frame and built-in single-row reinforcement light block body of wall, belong 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.6 degree～9 degree earthquake zonies, continent account for 80% of area according to statistics.From Tangshan Earthquake so far, 5.0 grades of above earthquakes of China mainland, the overwhelming majority occurs in vast rural area and rural area.Rustic home is conventionally according to house-owner's economic situation, build according to local traditional habit, and the brick of mainly take mixes as main.Be characterized in simple in structure, cheap, be easy to draw materials nearby, shock resistance is poor.When suffering equal earthquake intensity, farm building collapse degree and population Casualty Vulnerability Number are far above city, and disaster-stricken situation is serious.
Tradition multi-storey building Hollow Block Masonry Structure Anti-seismic ability is poor.Research and develop a kind of simplification arrangement of reinforcement, be easy to construction, the Housing Structure System with good anti-seismic performance has become engineering to need badly.The built-in single-row reinforcement light block of cross section column frame body of wall is, in body of wall end, cross section column frame is set, and light block inside arranges reinforcing bar, reaches antidetonation and energy saving integrated.
The built-in single-row reinforcement light block of cross section column frame body of wall, by placing special-shaped sleeper in body of wall end, increased body of wall lateral resistant ability, improved the anti-seismic performance of body of wall, overcome the drawback in the outstanding body of wall of frame construction post, make building beautiful and applicable, the built-in single-row reinforcement of light block strengthens beam column and obtains shear resistance.The built-in single-row reinforcement light block of cross section column frame body of wall has stronger than masonry residence structural seismic capacity, the integrated feature of earthquake-proof energy-saving.Therefore, research economical rationality, the built-in single-row reinforcement light block of the receptible cross section column frame of masses body of wall, solve the problems such as villages and small towns multistoried building globality is poor, shock resistance is poor, thermal and insulating performance is bad, has important economic worth and social effect.
Summary of the invention
The object of the invention is to provide a kind of built-in single-row reinforcement light block of cross section column frame body of wall for villages and small towns multistory building with advantages such as simple structure, cheap, easy construction, shock-proof heat insulation performance are good, effectively solves the problems such as villages and small towns multistory 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 cross section column frame of the present invention body of wall, is mainly combined by light block 1, sleeper 2, steel tie 3, the vertical distribution reinforcement 4 of body of wall, 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; Five sleeper 2 and steel tie 3 form cross section column frames, and described sleeper 2 is positioned at end and the centre of cross section 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 integral body; Body of wall horizontal distribution reinforcing bar 5 is positioned on light block 1, is connected with sleeper 2 stirrups; The vertical distribution reinforcement 4 of body of wall and the vertical placement of body of wall horizontal distribution reinforcing bar 5, be placed in the inner formation single-row reinforcement of light block 1 net wall.
Further, the vertical distribution reinforcement 4 of described body of wall adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, the vertical distribution reinforcement 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 reinforcement diameter of body of wall is 12mm or 14mm, spacing 300mm; Vertical distribution reinforcement 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 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;
Further, described sleeper 2 longitudinal reinforcements adopt HRB335 level or HRB400 grade reinforcing steel, and diameter is 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.
Described light block 1 adopts density to be less than 600kg/m
3building block.
The preparation method of the built-in single-row reinforcement light block of described above-mentioned cross section column frame body of wall, its production order is as follows:
A inserts in sleeper 2, the vertical distribution reinforcement 4 of body of wall in grade beam by size, builds grade beam concrete;
B copies measuring line by grade beam upper surface by house planar dimension, and levelling grade beam upper surface ejects double solid line by light block thickness of wall body;
C in the stirrup side middle of adjacent sleeper 2, makes steel tie 3 colligations connect into integral body between sleeper 2;
D builds light block 1 by laying bricks or stones, after light block 1 end saw kerf, by body of wall, vertical distribution reinforcement 4 is hidden in light block 1, with masonry mortar, light block 1 end saw kerf is tamped, 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 reinforcement 4 contact position colligations of body of wall.
E builds the cross section column frame concrete that sleeper 2 forms, casting beams concrete.
The built-in single-row reinforcement light block of cross section column frame of the present invention body of wall is applicable to villages and small towns multistory building.Combine by sleeper and steel tie in body of wall bight, and shear behavior is good, improves the lateral resistant ability of body of wall, has effectively strengthened the anti-seismic performance of body of wall.Sleeper and body of wall uniform thickness, save building area, avoids occurring that post is stupefied.By effective connection of sleeper, steel tie, body of wall horizontal distribution reinforcing bar, the vertical distribution reinforcement of body of wall, improve the whole anti-seismic performance 40% of body of wall.
Accompanying drawing explanation:
Fig. 1 is the built-in single-row reinforcement light block of cross section column frame body of wall profile;
Fig. 2 is wall steel bar schematic diagram;
Fig. 3 is sleeper constructional drawing;
In figure:
1-light block; 2-sleeper; 3-steel tie; The vertical distribution reinforcement of 4-body of wall; 5-body of wall horizontal distribution reinforcing bar.
The specific embodiment:
Below in conjunction with the drawings and specific embodiments, for the present invention, be described further:
The built-in single-row reinforcement light block of cross section column frame body of wall as shown in Figure 1 to Figure 3, is mainly combined by light block 1, sleeper 2, steel tie 3, the vertical distribution reinforcement 4 of body of wall, 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; Five sleeper 2 and steel tie 3 form cross section column frames, and described sleeper 2 is positioned at end and the centre of cross section 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 integral body; Body of wall horizontal distribution reinforcing bar 5 is positioned on light block 1, is connected with sleeper 2 stirrups; The vertical distribution reinforcement 4 of body of wall and the vertical placement of body of wall horizontal distribution reinforcing bar 5, be placed in the inner formation single-row reinforcement of light block 1 net wall.
Further, the vertical distribution reinforcement 4 of described body of wall adopts HRB335 level or HRB400 level; When antidetonation earthquake intensity is not more than 7 while spending, the vertical distribution reinforcement 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 reinforcement diameter of body of wall is 12mm or 14mm, spacing 300mm; Vertical distribution reinforcement 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 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;
Further, described sleeper 2 longitudinal reinforcements adopt HRB335 level or HRB400 grade reinforcing steel, and diameter is 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/m
3building block.
The preparation method of the built-in single-row reinforcement light block of described above-mentioned cross section column frame body of wall, its production order is as follows:
A inserts in sleeper 2, the vertical distribution reinforcement 4 of body of wall in grade beam by size, builds grade beam concrete;
B copies measuring line by grade beam upper surface by house planar dimension, and levelling grade beam upper surface ejects double solid line by light block thickness of wall body;
C in the stirrup side middle of adjacent sleeper 2, makes steel tie 3 colligations connect into integral body between sleeper 2;
D builds light block 1 by laying bricks or stones, after light block 1 end saw kerf, by body of wall, vertical distribution reinforcement 4 is hidden in light block 1, with masonry mortar, light block 1 end saw kerf is tamped, 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 reinforcement 4 contact position colligations of body of wall.
E builds the cross section 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)
1. the built-in single-row reinforcement light block of cross section column frame body of wall, mainly by light block (1),
Sleeper (2), steel tie (3), the vertical distribution reinforcement of body of wall (4), body of wall horizontal distribution reinforcing bar (5) combine; 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; Five sleeper (2) and steel tie (3) form cross section column frame, and described sleeper (2) is positioned at end and the centre of cross section 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 integral body; 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 reinforcement of body of wall (4) and the vertical placement of body of wall horizontal distribution reinforcing bar (5), be placed in the inner formation of light block (1) single-row reinforcement net wall.
2. the built-in single-row reinforcement light block of cross section column frame body of wall according to claim 1, is characterized in that: the vertical distribution reinforcement 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 reinforcement 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 reinforcement diameter of body of wall is 12mm or 14mm, spacing 300mm; Vertical distribution reinforcement is basis and the interior anchoring of upper floor deeply.
3. the built-in single-row reinforcement light block of cross section 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 cross section 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 cross section 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 cross section 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 reinforcement of body of wall (4) are inserted in grade beam by size, build grade beam concrete;
2) grade beam upper surface is copied to measuring line by house planar dimension, levelling grade 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 integral body between sleeper (2);
4) build light block (1) by laying bricks or stones, after the saw kerf of light block (1) end, by body of wall, vertical distribution reinforcement (4) is hidden in light block (1), with masonry mortar, light block (1) end saw kerf is tamped, 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 reinforcement of body of wall (4) contact position colligation;
5) build the cross section column frame concrete that sleeper (2) forms, casting beams concrete.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310741774.5A CN103711234B (en) | 2013-12-28 | 2013-12-28 | Cross section column frame built-in single-row reinforcement light block body of wall and the practice |
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|---|---|---|---|
| CN201310741774.5A CN103711234B (en) | 2013-12-28 | 2013-12-28 | Cross section column frame built-in single-row reinforcement light block body of wall and the practice |
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| Publication Number | Publication Date |
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| CN103711234A true CN103711234A (en) | 2014-04-09 |
| CN103711234B CN103711234B (en) | 2016-04-06 |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004316090A (en) * | 2003-04-11 | 2004-11-11 | Eesukon Kogyo Kk | Construction method of block construction building |
| CN101858124A (en) * | 2010-06-07 | 2010-10-13 | 南昌大学 | Novel seismic hardening constructional column of masonry structure |
| CN202124961U (en) * | 2011-05-25 | 2012-01-25 | 同济大学 | Profile steel concrete shear wall |
| CN202767230U (en) * | 2012-09-01 | 2013-03-06 | 初明进 | Assembly integrated shear wall construction structure |
-
2013
- 2013-12-28 CN CN201310741774.5A patent/CN103711234B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2004316090A (en) * | 2003-04-11 | 2004-11-11 | Eesukon Kogyo Kk | Construction method of block construction building |
| CN101858124A (en) * | 2010-06-07 | 2010-10-13 | 南昌大学 | Novel seismic hardening constructional column of masonry structure |
| CN202124961U (en) * | 2011-05-25 | 2012-01-25 | 同济大学 | Profile steel concrete shear wall |
| CN202767230U (en) * | 2012-09-01 | 2013-03-06 | 初明进 | Assembly integrated shear wall construction structure |
Non-Patent Citations (2)
| Title |
|---|
| 曹万林等: ""钢筋混凝土带暗柱异形柱抗震性能试验及分析"", 《建筑结构学报》 * |
| 段鹏飞等: ""玻化微珠保温墙模复合剪力墙体系研究"", 《建筑节能》 * |
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