CN203383228U - Cast-in-place concrete light tubular column wallboard - Google Patents
Cast-in-place concrete light tubular column wallboard Download PDFInfo
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- CN203383228U CN203383228U CN201320384092.9U CN201320384092U CN203383228U CN 203383228 U CN203383228 U CN 203383228U CN 201320384092 U CN201320384092 U CN 201320384092U CN 203383228 U CN203383228 U CN 203383228U
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Abstract
The utility model relates to the technical field of basement exterior walls, and particularly to a cast-in-place concrete light tubular column wallboard. The cast-in-place concrete light tubular column wallboard comprises a wall body, wherein multiple opposite-pulling bolts are arranged on the wall body along the transverse direction of wall body, and two tube bodies are arranged between each two opposite-pulling bolts. Compared with the prior art, the cast-in-place concrete light tubular column wallboard has the following advantages that: (1) the concrete casting amount is not only reduced, but hydration heat and temperature difference are also reduced; (2) influence to bending resistance and rigidity of the structure is avoided; (3) the performance of the concrete is improved, and the engineering quality is also increased; (4) the use of reprocessed plastic makes waste profitable and meets with the energy-saving, environment-friendly and sustainable industrial policy; (5) the economic benefit is remarkable, and the practical significance for generalization is obtained; (6) the structure is simple, the arrangement is rational, the manufacturing cost is low, and the like.
Description
[technical field]
The utility model relates to the outer wall of basement technical field, particularly a kind of cast-in-situ concrete lightweight tubing string wallboard.
[background technology]
Basement structure is asked space by current development trend forward depth, and the scale of construction is larger, thereby the side sheet girth is increasing, and its wall thickness is more and more wider.The thickening of body of wall not only directly causes the increase of amount of concrete, because adopting its glue large usage quantity of Commercial Concrete, gathers materials thinner simultaneously; The heat of hydration that makes prevention of mass concrete produce in casting process because of the maintenance difficulty again and temperature difference influence etc. cause all cracks, and the outer wall of basement waterproof is formed to hidden danger with using function.For reducing this adverse effect, tend to arrange the construction measures such as more constraint distributing bar, zone of swelling (ater-casting) and employing microdilatancy concrete in design, but effect is not satisfactory, can not fundamentally solve outer wall of basement shrinkage crack problem.
Therefore be necessary existing outer wall of basement structure is carried out to technological innovation further.
[utility model content]
The purpose of this utility model is for the defect of prior art and deficiency, and cast-in-situ concrete lightweight tubing string wallboard a kind of simple in structure, reasonable in design, easy to use is provided.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of cast-in-situ concrete lightweight tubing string wallboard described in the utility model, comprise body of wall, and described body of wall, along some the split bolts that are horizontally arranged with of body of wall, is provided with two bodys between two split bolts; The diameter of body is 90-180mm, and the center to center distance between two bodys is 230mm; Upper solid height between described body top and body of wall top is 700mm, and the lower solid height between described body bottom and body of wall bottom is 450mm; Spacing one between the described body center of circle and basement inside wall is 130～230mm, and the described body center of circle and the spacing two met water between wall are 180～250mm; Minimum range between described tube wall and solid post wall is spacing three, and spacing three length are more than or equal to 200mm, and spacing three length to be less than or equal to post wide.
Further, described body is along several anchor tips that is vertically arranged with of body, and the distance between two anchor tips is 1500～1200mm.
Further, the distance between described two anchor tips is 1000mm.
Further, the cross section of described anchor tip is well word shape.
Further, the top of described body is provided with the pipe cap be complementary with body, and the bottom of described body offers wire casing, and the height of wire casing is 25mm, and the thickness of wire casing is 4mm; Be provided with the steel plate water stopper be complementary with wire casing in described body of wall, the height of steel plate water stopper is 40mm, and the thickness of steel plate water stopper is 3mm.
After adopting said structure; the utility model beneficial effect is: a kind of cast-in-situ concrete lightweight tubing string wallboard described in the utility model; comprise body of wall, described body of wall, along some the split bolts that are horizontally arranged with of body of wall, is provided with two bodys between two split bolts; The diameter of body is 90-180mm, and the center to center distance between two bodys is 230mm; Upper solid height between described body top and body of wall top is 700mm, and the lower solid height between described body bottom and body of wall bottom is 450mm; Spacing one between the described body center of circle and basement inside wall is 130～230mm, and the described body center of circle and the spacing two met water between wall are 180～250mm; Minimum range between described tube wall and solid post wall is spacing three, and spacing three length are more than or equal to 200mm, and spacing three length to be less than or equal to post wide.
Compared with prior art, it has the following advantages the utility model:
(1) reduce the concrete casting amount, reduced again the heat of hydration and the temperature difference.
(2) bending resistance of structure and rigidity are unaffected.
(3) concrete performance improves, the workmanship raising of getting back.
(4) use of regenerated plastics, turn waste into wealth, and meets the industrial policy of energy-saving and environmental protection, sustainable development.
(5) remarkable in economical benefits, have the practical significance of popularization.
(6) the utlity model has simple in structurely, arrange rationally, the advantage such as cost of manufacture is low.
[accompanying drawing explanation]
Accompanying drawing described herein is to be used to provide further understanding of the present utility model, forms the application's a part, but does not form to improper restriction of the present utility model, in the accompanying drawings:
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation at another visual angle of the utility model;
Description of reference numerals:
1, body of wall; 101, basement inside wall; 102, the wall that meets water; 2, body;
201, wire casing; 3, anchor tip; 4, steel plate water stopper; 5, split bolt;
6, solid post; 7, pipe cap; H1, lower solid height; H2, upper solid height;
L1, spacing one; L2, spacing two; L3, center to center distance; L4, spacing three;
L5, post are wide.
[specific embodiment]
Describe the utility model in detail below in conjunction with accompanying drawing and specific embodiment, illustrative examples wherein and explanation only are used for explaining the utility model, but not as to restriction of the present utility model.
As shown in Figure 1 and Figure 2, a kind of cast-in-situ concrete lightweight tubing string wallboard described in the utility model, comprise body of wall 1, and described body of wall 1 is provided with two bodys 2 along being horizontally arranged with between 5, two split bolts 5 of some split bolts of body of wall 1; The diameter of body 2 is 90-180mm, and the center to center distance L3 between two bodys 2 is 230mm.
Upper solid high H2 between described body 2 tops and body of wall 1 top is 700mm, and the purpose arranged like this is: the first, for floor bar, provide anchorage length; The second, top body of wall and floor load, evenly reach lightweight tubing string wallboard through this section; Three, former design just is provided with a Wo Liang at this position; Four, provide anchorage zone for top exterior wall bar planting.The height of upper solid high H2 is not limited to 700mm, and its numerical value is that design decides according to concrete engineering.
Lower solid high H1 between described body 2 bottoms and body of wall 1 bottom is 450mm, and the purpose arranged like this is: the first, be convenient to consistent with adjacent solid wall structure; The second, it is more direct that body of wall load reaches the raft plate; Three, constuction joint node processing.The height of lower solid high H1 is not limited to 450mm, and its numerical value is that design decides according to concrete engineering.
Spacing one L1 between described body 2 centers of circle and basement inside wall 101 is 130～230mm, and described body 2 centers of circle and spacing two L2 that meet water between wall 102 are 180～250mm; Minimum range between described body 2 outer walls and solid post 6 walls is spacing three L4, and spacing three L4 length are more than or equal to 200mm, and spacing three L4 length are less than or equal to the wide L5 of post.
As a kind of optimal way of the present utility model, described body 2 is 1500～1200mm along the distance be vertically arranged with between 3, two anchor tips 3 of several anchor tips of body 2; Distance between two anchor tips 3 of the present utility model is 1000mm.The purpose arranged like this is in order to control concrete when building, and prevents hollow section floating or tilt problem.
As a kind of optimal way of the present utility model, the cross section of described anchor tip 3 is well word shape, can guarantee like this correct of the verticality of body 2 and horizontal location.
As a kind of optimal way of the present utility model, the top of described body 2 is provided with the pipe cap 7 be complementary with body 2, and the purpose that pipe cap 7 arranges is to fall in body 2 for anti-top concrete.The bottom of described body 2 offers wire casing 201, and the height of wire casing 201 is 25mm, and the thickness of wire casing 201 is 4mm; Be provided with the steel plate water stopper 4 be complementary with wire casing 201 in described body of wall 1, the height of steel plate water stopper 4 is 40mm, and the thickness of steel plate water stopper 4 is 3mm.Like this, wire casing 201 just can directly be inserted in steel plate water stopper 4, thereby plays the fixedly effect of body 2.
Example of the present utility model:
Example 1, when the thickness of body of wall 1 is 350mm, the diameter of body 2 is 110mm, and spacing one L1 is 155mm, and spacing two L2 are 195mm.
Example 2, when the thickness of body of wall 1 is 400mm, the diameter of body 2 is 140mm, and spacing one L1 is 190mm, and spacing two L2 are 210mm.
Compared with prior art, it has the following advantages the utility model:
(1) reduce the concrete casting amount, reduced again the heat of hydration and the temperature difference.
(2) bending resistance of structure and rigidity are unaffected.
(3) concrete performance improves, the workmanship raising of getting back.
(4) use of regenerated plastics, turn waste into wealth, and meets the industrial policy of energy-saving and environmental protection, sustainable development.
(5) remarkable in economical benefits, have the practical significance of popularization.
(6) this is simple in structure, reasonable in design, low cost of manufacture.
The above is only better embodiment of the present utility model, and the equivalence of doing according to the described structure of the utility model patent claim, feature and principle therefore all changes or modifies, and is included in the utility model patent claim.
Claims (4)
1. a cast-in-situ concrete lightweight tubing string wallboard is characterized in that: comprise body of wall (1), described body of wall (1) is horizontally arranged with some split bolts (5) along body of wall (1), is provided with two bodys (2) between two split bolts (5); The diameter of body (2) is 90～180mm, and the center to center distance (L3) between two bodys (2) is 230mm; Upper solid height (H2) between described body (2) top and body of wall (1) top is 700mm, and the lower solid height (H1) between described body (2) bottom and body of wall (1) bottom is 450mm; Spacing one (L1) between described body (2) center of circle and basement inside wall (101) is 130～230mm, and the spacing two (L2) between described body (2) center of circle and the wall that meets water (102) is 180～250mm; Minimum range between described body (2) outer wall and solid post (6) wall is spacing three (L4), and spacing three (L4) length is more than or equal to 200mm, and spacing three (L4) length is less than or equal to post wide (L5).
2. cast-in-situ concrete lightweight tubing string wallboard according to claim 1 is characterized in that: described body (2) is vertically arranged with several anchor tips (3) along body (2), and the distance between two anchor tips (3) is 1500～1200mm.
3. cast-in-situ concrete lightweight tubing string wallboard according to claim 2, it is characterized in that: the cross section of described anchor tip (3) is well word shape.
4. cast-in-situ concrete lightweight tubing string wallboard according to claim 1, it is characterized in that: the top of described body (2) is provided with the pipe cap (7) be complementary with body (2), the bottom of described body (2) offers wire casing (201), the height of wire casing (201) is 25mm, and the thickness of wire casing (201) is 4mm; Be provided with the steel plate water stopper (4) be complementary with wire casing (201) in described body of wall (1), the height of steel plate water stopper (4) is 40mm, and the thickness of steel plate water stopper (4) is 3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320384092.9U CN203383228U (en) | 2013-07-01 | 2013-07-01 | Cast-in-place concrete light tubular column wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320384092.9U CN203383228U (en) | 2013-07-01 | 2013-07-01 | Cast-in-place concrete light tubular column wallboard |
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| Publication Number | Publication Date |
|---|---|
| CN203383228U true CN203383228U (en) | 2014-01-08 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320384092.9U Expired - Lifetime CN203383228U (en) | 2013-07-01 | 2013-07-01 | Cast-in-place concrete light tubular column wallboard |
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| CN (1) | CN203383228U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241958A (en) * | 2019-06-26 | 2019-09-17 | 阿克苏浩瀚工程咨询有限公司 | A kind of cast-in-situ concrete floor structure |
-
2013
- 2013-07-01 CN CN201320384092.9U patent/CN203383228U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110241958A (en) * | 2019-06-26 | 2019-09-17 | 阿克苏浩瀚工程咨询有限公司 | A kind of cast-in-situ concrete floor structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140108 |