CN204326318U - A kind of thin body lightweight cast-in-situ non-bearing body of wall - Google Patents
A kind of thin body lightweight cast-in-situ non-bearing body of wall Download PDFInfo
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- CN204326318U CN204326318U CN201420784821.4U CN201420784821U CN204326318U CN 204326318 U CN204326318 U CN 204326318U CN 201420784821 U CN201420784821 U CN 201420784821U CN 204326318 U CN204326318 U CN 204326318U
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Abstract
A kind of thin body lightweight cast-in-situ non-bearing body of wall, comprise wall body, also comprise cap blocks, the bottom of cap blocks is fixedly connected with the top of wall body, the top of cap blocks is fixedly connected with roof, the bottom surface of wall body and two sides are all provided with multipair angle bar, often pair of angle bar is all symmetrical arranged along the thickness direction of wall body, the end face of wall body, bottom surface and two sides are all provided with multiple reinforcing bar, reinforcing bar on all is all vertical with this face to be arranged and is all positioned at body of wall inside, reinforcing bar on bottom surface is fixedly connected with ground, reinforcing bar on end face is fixedly connected with roof.Body of wall is thin, occupies little space, and body of wall is connected closely with ground, cylinder, roof, forms one, stablize fastness good with main building, and whole metope forms one, and bulk strength is high, good impact resistance, and hanging force is good, survivable.Material is industrial waste recycling, and material proportioning science, material is light, and heat preservation and soundproof is good, environment friendly and pollution-free.
Description
Technical field
The utility model belongs to construction wall technical field, relates to a kind of thin body lightweight cast-in-situ non-bearing body of wall.
Background technology
Non-bearing wall is built a wall after referring to and not bearing upper floor load body, only play the compartment, it is secondary supporting member, but is also the very important support zone of load bearing wall simultaneously, existing non-bearing wall body has following several, but they all exist a lot of drawback separately:
1, lightgage steel joist body of wall: impact resistance is poor, not sound insulation, can not hang, easily destroy;
2, hollow gypsum board wall: sound-proofing is poor, the crack difficulty between plate is eliminated, and can not hang;
3, solid wall plate: the crack difficulty between plate is eliminated;
4, loam brick: not environmentally, takes up space large, effort of taking a lot of work of building a wall;
5, aerated bricks: brick and mortar bonding poor, bulk strength is low, takes up space large, the easy hollowing of surface plastering.
Summary of the invention
The utility model is in order to overcome the defect of prior art, devise a kind of thin body lightweight cast-in-situ non-bearing body of wall, body of wall is thin, occupies little space, body of wall is connected closely with ground, cylinder, roof, form one with main building, stablize fastness good, whole metope forms one, bulk strength is high, good impact resistance, hanging force is good, survivable.Material is industrial waste recycling, and material proportioning science, material is light, and heat preservation and soundproof is good, environment friendly and pollution-free.
The concrete technical scheme that the utility model adopts is: a kind of thin body lightweight cast-in-situ non-bearing body of wall, be arranged between roof and ground, body of wall comprises wall body, the bottom of wall body is fixedly connected with ground, key is: described body of wall also comprises cap blocks, the bottom of cap blocks is fixedly connected with the top of wall body, the top of cap blocks is fixedly connected with roof, the bottom surface of wall body and two sides are all provided with multipair angle bar, often pair of angle bar is all symmetrical arranged along the thickness direction of wall body, the end face of wall body, bottom surface and two sides are all provided with multiple reinforcing bar, reinforcing bar on all is all vertical with this face to be arranged and is all positioned at body of wall inside, reinforcing bar on bottom surface is fixedly connected with ground, reinforcing bar on end face is fixedly connected with roof.
Also be provided with multiple vertical reinforcing bar in described wall body, the top of vertical reinforcing bar is fixedly connected with roof, and the bottom of vertical reinforcing bar is fixedly connected with ground.
Described vertical reinforcing bar is vertically provided with multiple branches reinforcing bar, one end of branch's reinforcing bar is fixedly connected with vertical reinforcing bar, and the other end of branch's reinforcing bar is inclined upwardly setting or downward-sloping setting or be horizontally disposed with.
Also be provided with multiple horizontal stiffener in described wall body, horizontal stiffener arranges with the reinforcing bar of wall body inner top is vertical and is fixedly connected with the reinforcing bar of both sides in wall body.
Vertical steel pipe is also provided with in described wall body, the two ends of vertical steel pipe are all provided with band iron, the band iron of vertical steel pipe top is fixedly connected with roof, band iron bottom vertical steel pipe is fixedly connected with ground, vertical steel pipe is vertically provided with multiple auxiliary reinforcement, one end of auxiliary reinforcement is fixedly connected with vertical steel pipe, and the other end of auxiliary reinforcement is inclined upwardly setting or downward-sloping setting or be horizontally disposed with.
The length of described angle bar is 5cm, and the distance between adjacent angle bar is the thickness of wall body.
Distance between described adjacent reinforcing bar is 60 ~ 80cm, and the reinforcing bar length on wall body bottom surface and two sides is 40 ~ 60cm, and the reinforcing bar length on wall body end face is 80cm.
Described vertical reinforcing bar is all positioned at the center in thickness of wall body direction, and the distance between adjacent upright reinforcing bar is 60 ~ 80cm.
Described horizontal stiffener and the length sum of both sides reinforcing bar equal body of wall length.
The filler be evenly distributed is provided with in described wall body; filler comprises cementitious material, aggregate and additive; cementitious material is one or more in flyash, gypsum, breeze, cement; aggregate is one or more in expanded vermiculite, perlite, glass bead, haydite, and additive is one or more in waterproofing agent of organosilicon, polycarboxylate water-reducer, blowing agent, citric acid, expansion agent.
The beneficial effects of the utility model are: utilize angle bar, reinforcing bar, horizontal stiffener, vertically reinforcing bar, vertically steel pipe by body of wall and ground, cylinder, roof compact siro spinning technology, formed integrally, stablize fastness good with main building, whole metope forms one, bulk strength is high, good impact resistance, and hanging force is good, air-conditioning, geyser can be hung, survivable, do not ftracture, as brick wall, stability need not be increased by thickness, body of wall is thin, occupies little space.Material is industrial waste recycling, and material proportioning science, material is light, and heat preservation and soundproof is good, environment friendly and pollution-free.Wall body one-time-concreting is shaping, surfacing, need not plaster, time saving and energy saving, improves efficiency of construction.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model first embodiment.
Fig. 2 is the structural representation of the utility model second embodiment.
Fig. 3 is the structural representation of the utility model the 3rd embodiment.
Fig. 4 is the structural representation of the utility model the 4th embodiment.
In accompanying drawing, 1 represents wall body, and 2 represent cap blocks, and 3 represent angle bar, and 4 represent reinforcing bar, and 5 represent vertical reinforcing bar, and 6 represent branch's reinforcing bar, and 7 represent horizontal stiffener, and 8 represent vertical steel pipe.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments, the utility model is described further:
Embodiment 1, as shown in Figure 1, a kind of thin body lightweight cast-in-situ non-bearing body of wall, be arranged between roof and ground, body of wall comprises wall body 1, the filler be evenly distributed is provided with in described wall body 1, filler comprises cementitious material, aggregate and additive, cementitious material is flyash, gypsum, breeze, one or more in cement, aggregate is expanded vermiculite, perlite, glass bead, one or more in haydite, expanded vermiculite, perlite, glass bead, haydite is all light material, industrial waste recycles, material proportioning science, make body of wall from heavy and light, heat preservation and soundproof is good, environment friendly and pollution-free.Additive is one or more in waterproofing agent of organosilicon, polycarboxylate water-reducer, blowing agent, citric acid, expansion agent, and waterproofing agent of organosilicon can improve coefficient of softening; Polycarboxylate water-reducer can improve the intensity of body of wall; Blowing agent produces the weight that bubble can alleviate body of wall; Citric acid can regulate the setting rate of cementitious material; Expansion agent can prevent moisture from evaporating back wall contraction, thus body of wall is not ftractureed.The bottom of wall body 1 is fixedly connected with ground, because the body of wall of cast in situs, directly cannot be poured into roof by ground, so body of wall also comprises cap blocks 2, the bottom of cap blocks 2 is fixedly connected with the top of wall body 1, and the top of cap blocks 2 is fixedly connected with roof.The bottom surface of wall body 1 and two sides are all provided with multipair angle bar 3, and often pair of angle bar 3 is all symmetrical arranged along the thickness direction of wall body 1, and the length of angle bar 3 is 5cm, and the distance between adjacent angle bar 3 is the thickness of wall body 1.The end face of wall body 1, bottom surface and two sides are all provided with multiple reinforcing bar 4, reinforcing bar 4 on all is all vertical with this face to be arranged and is all positioned at body of wall inside, reinforcing bar 4 on bottom surface is fixedly connected with ground, reinforcing bar 4 on end face is fixedly connected with roof, one end of reinforcing bar 4 extends to the outside 10 ~ 20cm of body of wall, and the reinforcing bar extended out plays the effect be connected to a fixed with other body of wall or cylinder.Distance between adjacent reinforcing bar 4 is 60 ~ 80cm, and reinforcing bar 4 length on wall body 1 bottom surface and two sides is 40 ~ 60cm, and reinforcing bar 4 length on wall body 1 end face is 80cm.
Angle bar 3 is utilized to be fixedly connected with ground the bottom surface of wall body 1, two sides are connected with cylinder, reinforcing bar 4 is utilized to be fixedly connected with roof by the end face of wall body 1, the bottom surface of wall body 1 is fixedly connected with ground, two sides are fixedly connected with cylinder, body of wall and main building is made to form one, stablize fastness good, whole metope forms one, bulk strength is high, good impact resistance, the shock strength of body of wall can reach 7 grades, hanging force is good, air-conditioning can be hung, geyser, survivable, do not ftracture, stability need not be increased by thickness as brick wall, body of wall is thin, occupy little space.Wall body 1 one-time-concreting is shaping, surfacing, need not plaster, time saving and energy saving, improves efficiency of construction.
Embodiment 2, as shown in Figure 2, as different from Example 1, when body of wall height is more than 3.5m, on the basis of embodiment 1, multiple vertical reinforcing bar 5 is set up in wall body 1, vertical reinforcing bar 5 is all positioned at the center in thickness of wall body direction, distance between adjacent upright reinforcing bar 5 is 60 ~ 80cm, the top of vertical reinforcing bar 5 is fixedly connected with roof, the bottom of vertical reinforcing bar 5 is fixedly connected with ground, vertical reinforcing bar 5 is vertically provided with multiple branches reinforcing bar 6, one end of branch's reinforcing bar 6 is fixedly connected with vertical reinforcing bar 5, the other end of branch's reinforcing bar 6 is inclined upwardly setting, or downward-sloping setting, or be horizontally disposed with.The setting of vertical reinforcing bar 5 and branch's reinforcing bar 6, the connection between body of wall and ground, roof can be made more solid and reliable, and improve the stability of body of wall further, the shock strength of body of wall can reach 7 grades.
Embodiment 3, as shown in Figure 3, as different from Example 2, on the basis of embodiment 2, multiple horizontal stiffener 7 is set up in wall body 1, horizontal stiffener 7 arranges with the reinforcing bar 4 of wall body 1 inner top is vertical and is fixedly connected with the reinforcing bar 4 of both sides in wall body 1, horizontal stiffener 7 equals body of wall length with the length sum of both sides reinforcing bar 4, horizontal stiffener 7 is fixedly connected with to interweave with vertical reinforcing bar 5 and forms net structure, the connection between body of wall and roof can be made more solid and reliable, the stability of further raising body of wall, the shock strength of body of wall can reach 8 grades.
Embodiment 4, as shown in Figure 4, as different from Example 3, when body of wall height more than 4m or length more than 5m time, on the basis of embodiment 3, vertical steel pipe 8 is set up in wall body 1, when body of wall length is more than 5m, a vertical steel pipe 8 is set in the middle part of body of wall length direction, when body of wall height is more than 4m, along 3m every on body of wall length direction, a vertical steel pipe 8 is set, the two ends of vertical steel pipe 8 are all welded with band iron, the band iron at vertical steel pipe 8 top is fixedly connected with roof, band iron bottom vertical steel pipe 8 is fixedly connected with ground by expansion bolt, vertical steel pipe 8 is vertically provided with multiple auxiliary reinforcement, one end of auxiliary reinforcement is fixedly connected with vertical steel pipe 8, the other end of auxiliary reinforcement is inclined upwardly setting, or downward-sloping setting, or be horizontally disposed with.Vertical steel pipe 8 is than the great efforts of vertical reinforcing bar 5, fastness is good, and vertical steel pipe 8 and horizontal stiffener 7 are fixedly connected to form net structure, makes the connection between body of wall and ground, roof more solid and reliable, the stability of further raising body of wall, the shock strength of body of wall can reach 8 grades.
Body of wall in the utility model is with flyash, gypsum, breeze, one or more in cement are cementitious material, with light material as expanded vermiculite, perlite, glass bead, one or more in haydite are aggregate, and improve coefficient of softening with waterproofing agent of organosilicon, polycarboxylate water-reducer improves the intensity of body of wall, blowing agent produces the weight that bubble can alleviate body of wall, citric acid regulates the setting rate of cementitious material, expansion agent prevents moisture from evaporating back wall contraction, thus body of wall is not ftractureed, with special-purpose machinery, scene adds water and to be stirred by various material, then wall body 1 is directly made with being pumped into cast in situs in the mould that propped up, without prefabrication, there is no waste material, need not plaster, material-saving, saving of labor, compared with the body of wall identical with the area made by existing mode, the cost of 30 ~ 40% can be saved.
Claims (10)
1. a thin body lightweight cast-in-situ non-bearing body of wall, be arranged between roof and ground, body of wall comprises wall body (1), the bottom of wall body (1) is fixedly connected with ground, it is characterized in that: described body of wall also comprises cap blocks (2), the bottom of cap blocks (2) is fixedly connected with the top of wall body (1), the top of cap blocks (2) is fixedly connected with roof, the bottom surface of wall body (1) and two sides are all provided with multipair angle bar (3), often pair of angle bar (3) is all symmetrical arranged along the thickness direction of wall body (1), the end face of wall body (1), bottom surface and two sides are all provided with multiple reinforcing bar (4), reinforcing bar (4) on all is all vertical with this face to be arranged and is all positioned at body of wall inside, reinforcing bar (4) on bottom surface is fixedly connected with ground, reinforcing bar (4) on end face is fixedly connected with roof.
2. one according to claim 1 thin body lightweight cast-in-situ non-bearing body of wall, it is characterized in that: in described wall body (1), be also provided with multiple vertical reinforcing bar (5), the top of vertical reinforcing bar (5) is fixedly connected with roof, and the bottom of vertical reinforcing bar (5) is fixedly connected with ground.
3. one according to claim 2 thin body lightweight cast-in-situ non-bearing body of wall, it is characterized in that: described vertical reinforcing bar (5) is vertically provided with multiple branches reinforcing bar (6), one end of branch's reinforcing bar (6) is fixedly connected with vertical reinforcing bar (5), and the other end of branch's reinforcing bar (6) is inclined upwardly setting or downward-sloping setting or be horizontally disposed with.
4. one according to claim 1 thin body lightweight cast-in-situ non-bearing body of wall, it is characterized in that: be also provided with multiple horizontal stiffener (7) in described wall body (1), horizontal stiffener (7) arranges with the reinforcing bar (4) of wall body (1) inner top is vertical and is fixedly connected with the reinforcing bar (4) of wall body (1) interior both sides.
5. one according to claim 1 thin body lightweight cast-in-situ non-bearing body of wall, it is characterized in that: in described wall body (1), be also provided with vertical steel pipe (8), the two ends of vertical steel pipe (8) are all provided with band iron, the band iron at vertical steel pipe (8) top is fixedly connected with roof, the band iron of vertical steel pipe (8) bottom is fixedly connected with ground, (8) are vertically provided with multiple auxiliary reinforcement with vertical steel pipe, one end of auxiliary reinforcement is fixedly connected with vertical steel pipe (8), the other end of auxiliary reinforcement is inclined upwardly setting, or downward-sloping setting, or be horizontally disposed with.
6. one according to claim 1 thin body lightweight cast-in-situ non-bearing body of wall, is characterized in that: the length of described angle bar (3) is 5cm, and the distance between adjacent angle bar (3) is the thickness of wall body (1).
7. one according to claim 1 thin body lightweight cast-in-situ non-bearing body of wall, it is characterized in that: the distance between described adjacent reinforcing bar (4) is 60 ~ 80cm, reinforcing bar (4) length on wall body (1) bottom surface and two sides is 40 ~ 60cm, and reinforcing bar (4) length on wall body (1) end face is 80cm.
8. one according to claim 2 thin body lightweight cast-in-situ non-bearing body of wall, it is characterized in that: described vertical reinforcing bar (5) is all positioned at the center in thickness of wall body direction, and the distance between adjacent upright reinforcing bar (5) is 60 ~ 80cm.
9. one according to claim 4 thin body lightweight cast-in-situ non-bearing body of wall, is characterized in that: described horizontal stiffener (7) equals body of wall length with the length sum of both sides reinforcing bar (4).
10. one according to claim 1 thin body lightweight cast-in-situ non-bearing body of wall; it is characterized in that: in described wall body (1), be provided with the filler be evenly distributed; filler comprises cementitious material, aggregate and additive; cementitious material is one or more in flyash, gypsum, breeze, cement; aggregate is one or more in expanded vermiculite, perlite, glass bead, haydite, and additive is one or more in waterproofing agent of organosilicon, polycarboxylate water-reducer, blowing agent, citric acid, expansion agent.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420784821.4U CN204326318U (en) | 2014-12-12 | 2014-12-12 | A kind of thin body lightweight cast-in-situ non-bearing body of wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420784821.4U CN204326318U (en) | 2014-12-12 | 2014-12-12 | A kind of thin body lightweight cast-in-situ non-bearing body of wall |
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| CN204326318U true CN204326318U (en) | 2015-05-13 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420784821.4U Withdrawn - After Issue CN204326318U (en) | 2014-12-12 | 2014-12-12 | A kind of thin body lightweight cast-in-situ non-bearing body of wall |
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| CN (1) | CN204326318U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499607A (en) * | 2014-12-12 | 2015-04-08 | 刘斌 | Thin and light cast-in-place non-bearing wall |
| CN108589959A (en) * | 2017-12-22 | 2018-09-28 | 思力佳特种环保材料（深圳）有限公司 | A kind of building non-load bearing wall cast-in-place method |
-
2014
- 2014-12-12 CN CN201420784821.4U patent/CN204326318U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104499607A (en) * | 2014-12-12 | 2015-04-08 | 刘斌 | Thin and light cast-in-place non-bearing wall |
| CN104499607B (en) * | 2014-12-12 | 2017-01-04 | 刘斌 | A kind of thin body lightweight cast-in-situ non-bearing body of wall |
| CN108589959A (en) * | 2017-12-22 | 2018-09-28 | 思力佳特种环保材料（深圳）有限公司 | A kind of building non-load bearing wall cast-in-place method |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20150513 Effective date of abandoning: 20170104 |
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| AV01 | Patent right actively abandoned |