CN107587714A - The insulation blocks mould poured for collar tie beam - Google Patents
The insulation blocks mould poured for collar tie beam Download PDFInfo
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- CN107587714A CN107587714A CN201711058307.7A CN201711058307A CN107587714A CN 107587714 A CN107587714 A CN 107587714A CN 201711058307 A CN201711058307 A CN 201711058307A CN 107587714 A CN107587714 A CN 107587714A
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- concrete
- insulation
- dovetail
- heat
- outer panel
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Abstract
The present invention relates to the mould of concrete collar tie beam, the insulation blocks mould that more particularly, to collar tie beam pours.One-piece casting hole is reserved including concrete bottom rib, the thick concrete outer panel of insulation, thin concrete interior plate, built-in heat insulation plate, the cast-in-place groove of collar tie beam, concrete rectangular tooth, rectangular channel, dovetail groove, concrete dovetail, stem, the cross section of the insulation blocks mould poured for collar tie beam is flute profile, and both sides are respectively to be incubated thick concrete outer panel and thin concrete interior plate；In the inside for being incubated thick concrete outer panel, built-in heat insulation plate is set；The present invention exempt from form removal, intensity it is high, it is easy for construction, improve and build efficiency by laying bricks or stones, save material, reduce freight volume and reduce construction costs, the cast-in-place groove of collar tie beam has the same intensity of the concrete that is poured with after, with good binding ability, good integrity, and mold body has good heat-insulating property, heat-insulation layer need not be set up, makes working procedure simplified and improves construction quality, the globality of heat-insulation layer, durability.
Description
Technical field
The present invention relates to the mould of concrete collar tie beam, the insulation blocks mould more particularly to poured for collar tie beam.
Background technology
Largely build reduces its quality due to the cost issues of concrete ring beam template, often results in serious problems.Cause
This is necessary that exploitation exempts from that form removal, intensity is high, economic, easy for construction, short time limit the insulation blocks mould poured for collar tie beam.Separately
Outside due to generally using insulation blocks, and collar tie beam does not have self-insurance temperature function, can only set up heat-insulation layer, makes working procedure complicated,
And quality is difficult to ensure that, globality, durability and the heat-insulating property of heat-insulation layer can not ensure.
The content of the invention
In order to solve above-mentioned technical problem, the present invention provides a kind of insulation blocks mould poured for collar tie beam,
Exempt from that form removal, intensity are high, economical, easy for construction, short time limit pour for collar tie beam mainly for exploitation is suitable for masonry structure
Insulation blocks mould, and mold body has good heat-insulating property.
The technical solution adopted by the present invention is as follows：
A kind of insulation blocks mould poured for collar tie beam of the present invention, including concrete bottom rib (1), the thick concrete outer panel of insulation
(2), thin concrete interior plate (3), built-in heat insulation plate (4), the cast-in-place groove of collar tie beam (5), concrete rectangular tooth (6), rectangular channel (7),
Dovetail groove (8), concrete dovetail (9), stem reserve one-piece casting hole (10)；
The cross section of the insulation blocks mould poured for collar tie beam is flute profile, and both sides are respectively to be incubated thick concrete outer panel (2)
With thin concrete interior plate (3), thick concrete outer panel (2), the height all same of thin concrete interior plate (3) are incubated；
Built-in heat insulation plate (4) is set in the inside for being incubated thick concrete outer panel (2), in the inside of thin concrete interior plate (3)
It is not provided with built-in heat insulation plate (4)；
Opened up in bottom two stems reserve one-piece casting hole (10), two stems reserve one-piece casting hole (10) between and
Outside forms three concrete bottom ribs (1)；
It is coagulation that thick concrete outer panel (2) and thin concrete interior plate (3), which are incubated, in the relative cast-in-place groove of collar tie beam (5) side
Native rectangular teeth (6) and rectangular channel (7) alternate, and are vertical straight surface in opposite side；
Inside sets heat-insulation layer dovetail groove (4-2), heat-insulation layer dovetail (4-3) inside and outside built-in heat insulation plate (4) to divide equally
Do not agree with mutually with being incubated dovetail groove (8), the concrete dovetail (9) of thick concrete outer panel (2).
Further, in the built-in heat insulation plate (4) set inside described insulation thickness concrete outer panel (2) is classified as
Outer two layers, the outside of the insulation thickness concrete outer panel (2) of outer layer is vertical flat face, inner side for it is vertical it is alternateing,
Equally distributed, equal-sized dovetail groove (8) and concrete dovetail (9), dovetail groove (8) and concrete dovetail (9) water
Flat cross section is identical, but in the opposite direction；
The insulation thickness concrete outer panel (2) of internal layer alternates in the cast-in-place groove of collar tie beam (5) side to be vertical, is uniformly distributed
, equal-sized concrete rectangular tooth (6) and rectangular channel (7), concrete rectangular tooth (6) and rectangular channel (7) level cross-sectionn
It is identical；The insulation thickness concrete outer panel (2) of internal layer is contacting side with built-in heat insulation plate (4), is vertical flat face, inner side is
It is vertical to alternate, equally distributed, equal-sized dovetail groove (8) and concrete dovetail (9), dovetail groove (8) and
Concrete dovetail (9) level cross-sectionn is identical, but in the opposite direction；
The insulation thickness concrete outer panel (2) of internal layer and insulation thickness concrete outer panel (2) opposite side of outer layer internal layer, dovetail
Relatively, the dovetail groove (8) of concrete dovetail (9) and offside is relative for the concrete dovetail (9) of groove (8) and offside.
Further, described built-in heat insulation plate (4) includes insulation plate body (4-1), heat-insulation layer dovetail groove (4-2), insulation
Layer dovetail (4-3), built-in heat insulation plate (4) both ends are vertical flush end, and both sides are respectively zigzag, and both sides zigzag is heat-insulation layer
Dovetail groove (4-2), heat-insulation layer dovetail (4-3) uniformly and are alternately distributed, and the heat-insulation layer dovetail groove (4-2) of side is and opposite side
Heat-insulation layer dovetail (4-3) it is corresponding, heat-insulation layer dovetail (4-3) is relative with the heat-insulation layer dovetail groove (4-2) of opposite side
Should.Beneficial effects of the present invention：
The effect and advantage of the present invention be exempt from high form removal, intensity, economic, easy for construction, short time limit, raising are built efficiency by laying bricks or stones, saved
Material, reduce freight volume and reduce construction costs；The cast-in-place groove of collar tie beam has the same intensity of the concrete that is poured with after, has good
Binding ability, good integrity.And mold body has good heat-insulating property, without setting up heat-insulation layer, make working procedure simple
Change, and improve construction quality, the globality of heat-insulation layer, durability and heat-insulating property.
Brief description of the drawings
The invention will be further described below in conjunction with the accompanying drawings：
Fig. 1 is the side elevation schematic diagram that the present invention is used for the insulation blocks mould that collar tie beam pours.
Fig. 2 is the schematic top plan view that the present invention is used for the insulation blocks mould that collar tie beam pours.
Fig. 3 is thin concrete interior plate schematic diagram.
In figure, 1 is concrete bottom rib；2 be the thick concrete outer panel of insulation；3 be thin concrete interior plate；4 protect to be built-in
Warm plate；5 be the cast-in-place groove of collar tie beam；6 be concrete rectangular tooth；7 be rectangular channel；8 be dovetail groove；9 be concrete dovetail；10 be core
Post reserves one-piece casting hole；
4-1 is insulation plate body；4-2 is heat-insulation layer dovetail groove；4-3 is heat-insulation layer dovetail.
Embodiment
In order to further illustrate the present invention, below in conjunction with the accompanying drawings and the present invention is described in detail embodiment, but not
They can be interpreted as limiting the scope of the present invention.
Embodiment：The insulation blocks mould proposed by the present invention poured for collar tie beam is as shown in Fig. 1 ~ Fig. 3：Including concrete
Bottom rib (1), the thick concrete outer panel (2) of insulation, thin concrete interior plate (3), built-in heat insulation plate (4), the cast-in-place groove of collar tie beam (5),
Concrete rectangular tooth (6), rectangular channel (7), dovetail groove (8), concrete dovetail (9), stem reserve one-piece casting hole (10).
The cross section of the insulation blocks mould poured for collar tie beam is flute profile, and both sides are respectively to be incubated thick concrete outer panel
(2) thick concrete outer panel (2), the height all same of thin concrete interior plate (3) and thin concrete interior plate (3), are incubated；
Built-in heat insulation plate (4) is set in the inside for being incubated thick concrete outer panel (2), in the inside of thin concrete interior plate (3)
It is not provided with built-in heat insulation plate (4)；
Opened up in bottom two stems reserve one-piece casting hole (10), two stems reserve one-piece casting hole (10) between and
Outside forms three concrete bottom ribs (1)；
It is coagulation that thick concrete outer panel (2) and thin concrete interior plate (3), which are incubated, in the relative cast-in-place groove of collar tie beam (5) side
Native rectangular teeth (6) and rectangular channel (7) alternate, and are vertical straight surface in opposite side；
Inside sets heat-insulation layer dovetail groove (4-2), heat-insulation layer dovetail (4-3) inside and outside built-in heat insulation plate (4) to divide equally
Do not agree with mutually with being incubated dovetail groove (8), the concrete dovetail (9) of thick concrete outer panel (2).
It is incubated the internal built-in heat insulation plate (4) of thick concrete outer panel (2) and is classified as inside and outside two layers, the insulation thickness of outer layer
The outside of concrete outer panel (2) is vertical flat face, and inner side alternates to be vertical, equally distributed, equal in magnitude
Dovetail groove (8) and concrete dovetail (9), dovetail groove (8) is identical with concrete dovetail (9) level cross-sectionn, but direction
Conversely；
The insulation thickness concrete outer panel (2) of internal layer alternates in the cast-in-place groove of collar tie beam (5) side to be vertical, is uniformly distributed
, equal-sized concrete rectangular tooth (6) and rectangular channel (7), concrete rectangular tooth (6) and rectangular channel (7) level cross-sectionn
It is identical；The insulation thickness concrete outer panel (2) of internal layer is contacting side with built-in heat insulation plate (4), is vertical flat face, inner side is
It is vertical to alternate, equally distributed, equal-sized dovetail groove (8) and concrete dovetail (9), dovetail groove (8) and
Concrete dovetail (9) level cross-sectionn is identical, but in the opposite direction；
The insulation thickness concrete outer panel (2) of internal layer and insulation thickness concrete outer panel (2) opposite side of outer layer internal layer, dovetail
Relatively, the dovetail groove (8) of concrete dovetail (9) and offside is relative for the concrete dovetail (9) of groove (8) and offside.
Built-in heat insulation plate (4) includes insulation plate body (4-1), heat-insulation layer dovetail groove (4-2), heat-insulation layer dovetail (4-3), interior
It is vertical flush end to put warming plate (4) both ends, and both sides are respectively zigzag, and both sides zigzag is heat-insulation layer dovetail groove (4-2), insulation
Layer dovetail (4-3) uniformly and is alternately distributed, the heat-insulation layer dovetail of the heat-insulation layer dovetail groove (4-2) of side with opposite side
(4-3) is corresponding, and heat-insulation layer dovetail (4-3) is corresponding with the heat-insulation layer dovetail groove (4-2) of opposite side.
Described above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (3)
1. a kind of insulation blocks mould poured for collar tie beam, including concrete bottom rib (1), the thick concrete outer panel (2) of insulation,
Thin concrete interior plate (3), built-in heat insulation plate (4), the cast-in-place groove of collar tie beam (5), concrete rectangular tooth (6), rectangular channel (7), dovetail
Groove (8), concrete dovetail (9), stem reserve one-piece casting hole (10), it is characterised in that:
The cross section of the insulation blocks mould poured for collar tie beam is flute profile, and both sides are respectively to be incubated thick concrete outer panel (2)
With thin concrete interior plate (3), thick concrete outer panel (2), the height all same of thin concrete interior plate (3) are incubated；
Built-in heat insulation plate (4) is set in the inside for being incubated thick concrete outer panel (2), in the inside of thin concrete interior plate (3)
It is not provided with built-in heat insulation plate (4)；
Opened up in bottom two stems reserve one-piece casting hole (10), two stems reserve one-piece casting hole (10) between and
Outside forms three concrete bottom ribs (1)；
It is coagulation that thick concrete outer panel (2) and thin concrete interior plate (3), which are incubated, in the relative cast-in-place groove of collar tie beam (5) side
Native rectangular teeth (6) and rectangular channel (7) alternate, and are vertical straight surface in opposite side；
Inside sets heat-insulation layer dovetail groove (4-2), heat-insulation layer dovetail (4-3) inside and outside built-in heat insulation plate (4) to divide equally
Do not agree with mutually with being incubated dovetail groove (8), the concrete dovetail (9) of thick concrete outer panel (2).
2. the insulation blocks mould according to claim 1 poured for collar tie beam, it is characterised in that：Described insulation is thick mixed
The built-in heat insulation plate (4) set inside solidifying native outer panel (2) is classified as inside and outside two layers, the insulation thickness concrete outer panel of outer layer
(2) outside is vertical flat face, inner side for vertical dovetail groove (8) alternate, equally distributed, equal-sized and
Concrete dovetail (9), dovetail groove (8) is identical with concrete dovetail (9) level cross-sectionn, but in the opposite direction；
The insulation thickness concrete outer panel (2) of internal layer alternates in the cast-in-place groove of collar tie beam (5) side to be vertical, is uniformly distributed
, equal-sized concrete rectangular tooth (6) and rectangular channel (7), concrete rectangular tooth (6) and rectangular channel (7) level cross-sectionn
It is identical；The insulation thickness concrete outer panel (2) of internal layer is contacting side with built-in heat insulation plate (4), is vertical flat face, inner side is
It is vertical to alternate, equally distributed, equal-sized dovetail groove (8) and concrete dovetail (9), dovetail groove (8) and
Concrete dovetail (9) level cross-sectionn is identical, but in the opposite direction；
The insulation thickness concrete outer panel (2) of internal layer and insulation thickness concrete outer panel (2) opposite side of outer layer internal layer, dovetail
Relatively, the dovetail groove (8) of concrete dovetail (9) and offside is relative for the concrete dovetail (9) of groove (8) and offside.
3. the insulation blocks mould according to claim 1 poured for collar tie beam, it is characterised in that：The built-in heat insulation plate
(4) insulation plate body (4-1), heat-insulation layer dovetail groove (4-2), heat-insulation layer dovetail (4-3) are included, built-in heat insulation plate (4) both ends are
Vertical flush end, both sides are respectively zigzag, and both sides zigzag is heat-insulation layer dovetail groove (4-2), heat-insulation layer dovetail (4-3) is uniform
And be alternately distributed, the heat-insulation layer dovetail groove (4-2) of side is corresponding with the heat-insulation layer dovetail (4-3) of opposite side, heat-insulation layer
Dovetail (4-3) is corresponding with the heat-insulation layer dovetail groove (4-2) of opposite side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711058307.7A CN107587714A (en) | 2017-11-01 | 2017-11-01 | The insulation blocks mould poured for collar tie beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711058307.7A CN107587714A (en) | 2017-11-01 | 2017-11-01 | The insulation blocks mould poured for collar tie beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107587714A true CN107587714A (en) | 2018-01-16 |
Family
ID=61045612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711058307.7A Withdrawn CN107587714A (en) | 2017-11-01 | 2017-11-01 | The insulation blocks mould poured for collar tie beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107587714A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112792949A (en) * | 2021-01-06 | 2021-05-14 | 南京骆巍峨科技有限公司 | Manufacturing method of waterproof anti-cracking assembled heat-insulation building block |
-
2017
- 2017-11-01 CN CN201711058307.7A patent/CN107587714A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112792949A (en) * | 2021-01-06 | 2021-05-14 | 南京骆巍峨科技有限公司 | Manufacturing method of waterproof anti-cracking assembled heat-insulation building block |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20180116 |