CN105625458A - Concrete-slab-poured cross-shaped foundation of separate house - Google Patents
Concrete-slab-poured cross-shaped foundation of separate house Download PDFInfo
- Publication number
- CN105625458A CN105625458A CN201610116625.3A CN201610116625A CN105625458A CN 105625458 A CN105625458 A CN 105625458A CN 201610116625 A CN201610116625 A CN 201610116625A CN 105625458 A CN105625458 A CN 105625458A
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- China
- Prior art keywords
- plate
- corner trim
- inner corner
- concrete
- standard
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/0007—Base structures; Cellars
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
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- Engineering & Computer Science (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention provides a concrete-slab-poured cross-shaped foundation of a separate house and belongs to the technical field of frameworks poured by building foundations. The concrete-slab-poured cross-shaped foundation comprises a framework, post pouring concrete, longitudinal ribs and hoopings. The framework is a cross-shaped framework formed by four standard plates and four internal angle plates. The cross-shaped foundation has the beneficial effects of being free of die disassembly, high in strength, low in number of consumed materials, low in manufacturing cost, good in bonding performance, good in integrality, capable of being disassembled and transported, capable of being manufactured into a whole and then transported as a whole and convenient and fast to transport and construct, construction efficiency is improved, the construction period is shortened, and therefore engineering cost is lowered; and concrete grooves have the same strength as the post pouring concrete, and the cross-shaped foundation has good bonding performance and good integrality.
Description
Technical field
The invention belongs to the mould plate technique field that building foundation is built, it is specifically related to a kind of concrete slab and builds independent house cruciform basis.
Background technology
At present, a large amount of independent house reduces the quality on basis due to the cost issues on basis, often causes serious consequence, therefore develops the basis being suitable for villages and small towns independence house and is necessary; Existing independent house foundation need form removal, intensity low, use that material ratio is more, globality is not good, causes manufacturing cost height, transport and construction are inconvenient, build efficiency comparison by laying bricks or stones low, long construction period, construction costs height simultaneously.
Summary of the invention
For the deficiencies in the prior art, the present invention proposes a kind of concrete slab and builds independent house cruciform basis, exempts from form removal, intensity height to reach, reduce costs and improves the object building efficiency by laying bricks or stones.
An independent house cruciform basis built by concrete slab, and this basis comprises template, rear pouring concrete, vertical muscle and stirrup;
Described template is the Crisscross template that four standard plates and four inner corner trim plates are formed; The side end of described standard plate respectively side end with inner corner trim plate be connected to form L-shaped jigsaw, the right angle joint of four L-shaped jigsaw is oppositely arranged, and adjacent L-shaped jigsaw is symmetrical; Be laid with vertical muscle and stirrup in template inside, described template is inner fills completely by rear pouring concrete;
Each standard plate described and inner corner trim plate include baffle plate, multiple support bar and multiple stiffening plate; The bottom of described baffle inner surface is provided with multiple support bar, and the baffle inner surface between adjacent supports bar is provided with stiffening plate, and the both sides of stiffening plate are connected with support bar respectively; One end of the baffle plate of described standard plate is provided with card groove, and the other end is provided with the card pin for sticking into card groove.
One end of the baffle plate of described inner corner trim plate is provided with the inner corner trim plate card pin of the card groove for sticking into standard plate, and the outside surface near the baffle plate of the other end is provided with the inner corner trim plate card groove of the card pin for blocking standard plate.
The notch diameter of described card groove is less than the thickness of the baffle plate of standard plate.
The height of the baffle plate of described standard plate, card groove and card pin is all equal.
The height of described support bar is 1.2��1.5 times of stiffening plate height.
The advantage of the present invention:
The present invention provides a kind of concrete slab to build independent house cruciform basis, exempt from form removal, intensity height, use material ratio is less, manufacturing cost is low, there is good bonding properties, good integrity, based decomposition can either be transported, also an entirety can be first made into, transporting with entirety, transport and construction are all convenient and swift, it is to increase build efficiency by laying bricks or stones, shorten the duration, thus reduce the cost of engineering; Concrete pit have with after the same intensity of the concrete that waters, there is good bonding properties, good integrity.
Accompanying drawing explanation
Fig. 1 is the structural representation that the template on independent house cruciform basis built by the concrete slab of an embodiment of the present invention;
Fig. 2 is the front view of the standard plate of an embodiment of the present invention;
Fig. 3 is the vertical view of the standard plate of an embodiment of the present invention;
Fig. 4 is the right view of the standard plate of an embodiment of the present invention;
Fig. 5 is another standard plate vertical view parallel with standard plate of an embodiment of the present invention;
Fig. 6 is the vertical view of the inner corner trim plate of an embodiment of the present invention;
Fig. 7 is the cross sectional representation that independent house cruciform basis built by the concrete slab of an embodiment of the present invention;
In figure, 1 is standard plate, and 1.1 is baffle plate, 1.2 is support bar, and 1.3 is stiffening plate, and 1.4 is card pin, 1.5 is card groove, and 1.6 for strengthening flush end, and 2 is inner corner trim plate, 2.1 is inner corner trim plate baffle plate, and 2.2 is inner corner trim plate support bar, and 2.3 is inner corner trim plate stiffening plate, 2.4 is inner corner trim plate card pin, and 2.5 is inner corner trim plate card groove, and 2.6 is inner corner trim plate reinforcement flush end, 3 is rear pouring concrete, and 4 is vertical muscle, and 5 is stirrup.
Embodiment
Below in conjunction with accompanying drawing, an embodiment of the present invention is described further.
In the embodiment of the present invention, independent house cruciform basis built by a kind of concrete slab, and this basis comprises template, rear pouring concrete 3, vertical muscle 4 and stirrup 5;
In the embodiment of the present invention, described template is the Crisscross template that four standard plates 1 and four inner corner trim plates 2 are formed; The side end of each standard plate 1 described respectively side end with each inner corner trim plate 2 be connected to form L-shaped jigsaw, the right angle joint of four L-shaped jigsaw is oppositely arranged, and adjacent L-shaped jigsaw is symmetrical, and the structural representation of template is as shown in Figure 1; Be laid with vertical muscle 4 and stirrup 5 in template inside, described template is inner fills completely by rear pouring concrete 3; The shape on this basis described is cruciform;
In the embodiment of the present invention, as shown in Figure 2 to 4, described standard plate 1 comprises baffle plate 1.1, some support bars 1.2 and some stiffening plates 1.3; The bottom of described baffle plate 1.1 internal surface is provided with multiple support bar 1.2, and baffle plate 1.1 internal surface between adjacent support bar 1.2 is provided with stiffening plate 1.3, and the both sides of stiffening plate 1.3 are connected with support bar 1.2 respectively; The side end of described baffle plate 1.1 is provided with the card groove 1.5 of circular arc, and another side end is provided with the card pin 1.4 of the circular arc for sticking into card groove 1.5;
In the embodiment of the present invention, described support bar 1.2 and stiffening plate 1.3 are all horizontally disposed; Baffle plate 1.1, support bar 1.2 are all concordant with the bottom surface of stiffening plate 1.3;
In the embodiment of the present invention, the notch diameter of described card groove 1.5 and the diameter of card pin 1.4 are all less than the thickness of baffle plate 1.1, the baffle plate 1.1 at card groove 1.5 two ends is formed and strengthens flush end 1.6, the stability connected between raising standard plate 1 and inner corner trim plate 2, the height of the baffle plate 1.1 of standard plate 1, card groove 1.5 and card pin 1.4 is all equal;
In the embodiment of the present invention, as shown in Figure 1, the card pin 1.4 of the standard plate 1 being parallel to each other in described template is arranged on the same side end, and the vertical view of another standard plate 1 being parallel to each other is as shown in Figure 5;
In the embodiment of the present invention, as shown in Figure 6, described inner corner trim plate 2 comprises inner corner trim plate baffle plate 2.1, some inner corner trim plate support bars 2.2 and some inner corner trim plate stiffening plates 2.3; The bottom of the internal surface of described inner corner trim plate baffle plate 2.1 is provided with multiple inner corner trim plate support bar 2.2, the internal surface of the adjacent inner corner trim plate baffle plate 2.1 between inner corner trim plate support bar 2.2 is provided with inner corner trim plate stiffening plate 2.3, and the both sides of inner corner trim plate stiffening plate 2.3 are connected with inner corner trim plate support bar 2.2 respectively; The side end of described inner corner trim plate baffle plate 2.1 is provided with the inner corner trim plate card pin 2.4 of the circular arc of the card groove 1.5 for sticking into standard plate 1, outside surface near the inner corner trim plate baffle plate 2.1 of another side end is provided with the inner corner trim plate card groove 2.5 of the circular arc of the card pin 1.4 for blocking standard plate 1, form inner corner trim plate between inner corner trim plate card groove 2.5 and inner corner trim plate baffle plate 2.1 and strengthen flush end 2.6, make to connect between card groove card pin more firm; Described inner corner trim plate baffle plate 2.1, inner corner trim plate card pin 2.4 are highly all equal with inner corner trim plate card groove 2.5;
In the embodiment of the present invention, the inner corner trim plate card pin 2.4 of the inner corner trim plate 2 being parallel to each other is arranged on the same side end;
In the embodiment of the present invention, the quantity of setting support bar 1.2 is 2��8, and the height of stiffening plate 1.3 is 15mm��30mm, and the height of support bar 1.2 is 1.2��1.5 times of the height of stiffening plate 1.3, the length of support bar 1.2 and the thickness sum L of baffle plate 1.12For the spacing L of adjacent two standard plates 103/1sts to five/2nd, the thickness of stiffening plate 1.3 and the thickness sum L of baffle plate 1.11For the spacing L of adjacent two standard plates 101/1st to three/4th;
In the embodiment of the present invention, as shown in Figure 7, the inner corner trim plate card groove 2.5 that the card pin 1.4 of each standard plate 1 sticks into each inner corner trim plate 2 respectively forms L-shaped jigsaw, the right angle joint of 4 L-shaped jigsaw is oppositely arranged formation Crisscross template, at template interior parallel, many vertical muscle 4 are set in standard plate 1 end edge direction, being perpendicular to the direction of vertical muscle 4, stirrup 5 are set according to the spacing distance of actual demand, and vertical muscle 4 waled by stirrup 5, and build rear pouring concrete 3 and carry out embedding solid.
Claims (5)
1. independent house cruciform basis built by a concrete slab, it is characterised in that: this basis comprises template, rear pouring concrete, vertical muscle and stirrup;
Described template is the Crisscross template that four standard plates and four inner corner trim plates are formed; The side end of described standard plate respectively side end with inner corner trim plate be connected to form L-shaped jigsaw, the right angle joint of four L-shaped jigsaw is oppositely arranged, and adjacent L-shaped jigsaw is symmetrical; Be laid with vertical muscle and stirrup in template inside, described template is inner fills completely by rear pouring concrete;
Each standard plate described and inner corner trim plate include baffle plate, multiple support bar and multiple stiffening plate; The bottom of described baffle inner surface is provided with multiple support bar, and the baffle inner surface between adjacent supports bar is provided with stiffening plate, and the both sides of stiffening plate are connected with support bar respectively; One end of the baffle plate of described standard plate is provided with card groove, and the other end is provided with the card pin for sticking into card groove.
2. independent house cruciform basis built by concrete slab according to claim 1, it is characterized in that: one end of the baffle plate of described inner corner trim plate is provided with the inner corner trim plate card pin of the card groove for sticking into standard plate, the outside surface near the baffle plate of the other end is provided with the inner corner trim plate card groove of the card pin for blocking standard plate.
3. independent house cruciform basis built by concrete slab according to claim 1, it is characterised in that: the notch diameter of described card groove is less than the thickness of the baffle plate of standard plate.
4. independent house cruciform basis built by concrete slab according to claim 1, it is characterised in that: the height of the baffle plate of described standard plate, card groove and card pin is all equal.
5. independent house cruciform basis built by concrete slab according to claim 1, it is characterised in that: the height of described support bar is 1.2��1.5 times of stiffening plate height.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610116625.3A CN105625458B (en) | 2016-03-01 | 2016-03-01 | A kind of concrete slab pours separate house cross basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610116625.3A CN105625458B (en) | 2016-03-01 | 2016-03-01 | A kind of concrete slab pours separate house cross basis |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105625458A true CN105625458A (en) | 2016-06-01 |
| CN105625458B CN105625458B (en) | 2018-01-30 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610116625.3A Expired - Fee Related CN105625458B (en) | 2016-03-01 | 2016-03-01 | A kind of concrete slab pours separate house cross basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105625458B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1455065A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Reinforced concrete three-dimensional load-carrying structure floor |
| CN1637210A (en) * | 2004-01-07 | 2005-07-13 | 冈田弘 | Underground beam construction frame and underground beam construction method using the same |
| CN1661172A (en) * | 2004-02-27 | 2005-08-31 | 邱则有 | Forming die for component of die body |
| CN1779191A (en) * | 2004-11-22 | 2006-05-31 | 邱则有 | Precast member for reinforcing bar concrete |
| CN202299401U (en) * | 2011-08-18 | 2012-07-04 | 雷灿波 | Assembling structure of building wall surface template |
| JP2013159929A (en) * | 2012-02-02 | 2013-08-19 | Eiwa Kensetsu Kogyo Co Ltd | Building foundation construction method and raised block for use in the same |
| CN203229965U (en) * | 2013-04-27 | 2013-10-09 | 国家电网公司 | 10 kV box-type substation basic standard module |
| CN203654318U (en) * | 2014-01-15 | 2014-06-18 | 赵群化 | Prefabricated reinforced concrete plate mold |
| CN204690770U (en) * | 2015-06-10 | 2015-10-07 | 宾浩 | A kind of cinder concrete loose tool plate that can multi-facetedly be located by connecting |
| CN105089044A (en) * | 2015-08-31 | 2015-11-25 | 中国建筑股份有限公司 | Horizontal push compaction type prefabricated underground continuous wall system and construction method thereof |
| CN205387714U (en) * | 2016-03-01 | 2016-07-20 | 沈阳建筑大学 | Concrete slab pours separate house cross basis |
-
2016
- 2016-03-01 CN CN201610116625.3A patent/CN105625458B/en not_active Expired - Fee Related
Patent Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1455065A (en) * | 2002-04-30 | 2003-11-12 | 邱则有 | Reinforced concrete three-dimensional load-carrying structure floor |
| CN1637210A (en) * | 2004-01-07 | 2005-07-13 | 冈田弘 | Underground beam construction frame and underground beam construction method using the same |
| CN1661172A (en) * | 2004-02-27 | 2005-08-31 | 邱则有 | Forming die for component of die body |
| CN1779191A (en) * | 2004-11-22 | 2006-05-31 | 邱则有 | Precast member for reinforcing bar concrete |
| CN202299401U (en) * | 2011-08-18 | 2012-07-04 | 雷灿波 | Assembling structure of building wall surface template |
| JP2013159929A (en) * | 2012-02-02 | 2013-08-19 | Eiwa Kensetsu Kogyo Co Ltd | Building foundation construction method and raised block for use in the same |
| CN203229965U (en) * | 2013-04-27 | 2013-10-09 | 国家电网公司 | 10 kV box-type substation basic standard module |
| CN203654318U (en) * | 2014-01-15 | 2014-06-18 | 赵群化 | Prefabricated reinforced concrete plate mold |
| CN204690770U (en) * | 2015-06-10 | 2015-10-07 | 宾浩 | A kind of cinder concrete loose tool plate that can multi-facetedly be located by connecting |
| CN105089044A (en) * | 2015-08-31 | 2015-11-25 | 中国建筑股份有限公司 | Horizontal push compaction type prefabricated underground continuous wall system and construction method thereof |
| CN205387714U (en) * | 2016-03-01 | 2016-07-20 | 沈阳建筑大学 | Concrete slab pours separate house cross basis |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105625458B (en) | 2018-01-30 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20201014 Address after: 226500 St. Name Avenue 9, St. Name International Plaza, Changjiang Town, Rugao City, Nantong City, Jiangsu Province Patentee after: JIANGBEI CONSTRUCTION Co.,Ltd. Address before: 110168 Liaoning province Shenyang Hunnan Hunnan Road No. 9 Patentee before: SHENYANG JIANZHU University |
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| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180130 Termination date: 20210301 |