CN102287046A - Building template - Google Patents
Building template Download PDFInfo
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- CN102287046A CN102287046A CN201110173422A CN201110173422A CN102287046A CN 102287046 A CN102287046 A CN 102287046A CN 201110173422 A CN201110173422 A CN 201110173422A CN 201110173422 A CN201110173422 A CN 201110173422A CN 102287046 A CN102287046 A CN 102287046A
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- flute profile
- wing
- connector
- edge
- modules
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Abstract
The invention discloses a building template, which comprises a plurality of grooved modules (1) and is formed by splicing the grooved modules, wherein two adjacent grooved modules (1) in the building template in the vertical direction and/or two adjacent grooved modules (1) in the horizontal direction are fixedly connected with each other through a connecting piece (8); a flange (10) of the connecting piece (8) is provided with a hole (11); a flange (4) of each grooved module (1) is provided with a bolt hole (5); the flanges (4) of two adjacent grooved modules (1) are clamped in the grooved connecting piece (8); and a bolt (2) or a pin is inserted into the hole (11) and the bolt hole (5) for fixedly connecting the connecting piece (8) with each groove-shaped module (1). The connection piece (8) can be applied to a beam template, a column template, a floor template and a shearing wall template, so that the building template has the advantages of convenience for splicing, high rigidity, high bearing capacity, firm connection and high overall stability.
Description
Technical field:
The present invention relates to the realm of building construction, specifically refer to a kind of building form.
Background technology:
Since the nineties, China's architectural structure system has had very great development.Highrise building and super highrise building are built in a large number, these modern heavy construction systems, and workmanship requires high, the construction technology complexity.Therefore, building construction technology must be improved, and is same, and mould plate technique has also been proposed new demand, must adopt advanced mould plate technique, could satisfy the requirement of modern construction engineering construction.Traditional wooden form for building expends a large amount of forest reserves in producing use, recovery utilization rate is low, has expended a large amount of material resources manpowers, and the environment to China has caused serious harm simultaneously; Traditional steel form exist from great, repeat usage is low, dismounting is difficult, operator's labour intensity is big, and problem such as construction quality is not high; There are shortcomings such as piece is little, piece is many, rigidity is weak in combined steel formwork.
A kind of beam forms for building (number of patent application 201020168539.5), a kind of column template for building (number of patent application: 201020168442.4) a kind of shear wall formwork for building (number of patent application: 201020168475.9) and a kind of slab form for building (number of patent application 201020168514.5) all be assembled by bolt or latch by polylith flute profile module connected to one another, this by the assembled beam forms of flute profile module, column template, it is low that shear wall formwork and slab form have solved the conventional template repeat usage, the dismounting difficulty, operator's labour intensity is big, and problem such as construction quality is not high, it is little to have deadweight, flexibility is good, working procedure is simple, the advantage that recovery utilization rate is high, but be connected between module and the module when still having construction and be not very firm, the shortcoming that overall stability is superior inadequately.
Summary of the invention:
The object of the present invention is to provide a kind of building form, it is very firm that this template has connection, the advantage that resistance to overturning is high.
The object of the present invention is achieved like this, a kind of building form comprises a plurality of flute profile modules, a plurality of flute profile modules are assemblied to form described construction formwork.The invention is characterized in the described building form on the vertical direction between adjacent two flute profile modules and/or fixedly connected between adjacent two flute profile modules on the horizontal direction by connector.This connector is fixed on the junction of adjacent flute profile modular foil edge at a certain distance, has strengthened being connected between module and the module, and has improved the building form integral rigidity.
Feature of the present invention is that also described connector section form is a flute profile, and the edge of a wing of described adjacent two flute profile modules is connected in the described channel-section connecting piece.The channel-section connecting piece connection is simple and easy, intensity big and be convenient to extrusion modling, can realize the scale machinery production.
Feature of the present invention also is on the described connector edge of a wing hole is arranged, and on the edge of a wing of described flute profile module bolt hole is arranged, and fixedlys connected by bolt or latch in the edge of a wing of described connector and described adjacent two flute profile modules.During construction, be enclosed within on the vertical direction connector outside adjacent two flute profile module edges of a wing and/or on the horizontal direction outside adjacent two flute profile module edges of a wing, and the hole on the connector edge of a wing is alignd with flute profile modular foil marginal pore hole, by bolt or latch, connector and template are linked to be integral body.
Feature of the present invention is that also described connector edge of a wing opening part has slope or breach.Slope or breach can make connector be enclosed within more smoothly outside the flute profile module edge of a wing, make construction more convenient.
Feature of the present invention also is on the web of described flute profile module for building the form removal hole is arranged.When Building block was used template, the form removal hole on the web can be used for installing the form removal bolt.
Feature of the present invention is that also the distance between the bolt hole on the described flute profile module edge of a wing equates that be made as L, the top flange of described flute profile module is 1/2L to the distance between first bolt hole.Distance between the described bolt hole equates, is convenient to standardized production, satisfies the demand of different size template by the size that changes described L.During template assembly, levels flute profile module dislocation arranges, the top flange of flute profile module is made as half of distance L between the hole to the distance between first bolt hole, is convenient to the assembly unit of flute profile module, and straight joint about can avoiding occurring.
Feature of the present invention is that also described flute profile module and connector adopt hard material to be made.The flute profile module and the connector that are made by hard material are being assembled into monolithic architecture when using template, and rigidity is big, and the bearing capacity height is not yielding.
Description of drawings:
1 is the flute profile module, and 2 is bolt, and 3 is web, and 4 is the edge of a wing, and 5 is the bolt hole on the edge of a wing, and 6 is form removal hole on the web, and 7 are the form removal bolt, and 8 is connector, and 9 is the connector web, and 10 is the connector edge of a wing, and 11 is connector edge of a wing hole;
Fig. 1 is a building form integral assembling schematic diagram;
Fig. 2 is the structural representation of connector 8;
Fig. 3 is another embodiment of connector 8;
Fig. 4 is the structural representation of flute profile module 1;
Fig. 5 is the scheme of installation of connector 8;
Fig. 6 is another embodiment that connector 8 is installed;
Fig. 7 is the connector structural representation on band slope;
Fig. 8 is another embodiment of connector on band slope;
Fig. 9 is notched connector structural representation;
Figure 10 is two flute profile module connection diagrams;
Figure 11 is a flute profile module hole schematic diagram;
Figure 12 is whole slab form assembly unit schematic diagram;
Figure 13 is whole shear wall formwork assembly unit schematic diagram,
The specific embodiment:
The invention will be further described below in conjunction with accompanying drawing.
The present invention is shown in accompanying drawing 1～13, and a kind of building form comprises a plurality of flute profile modules 1, and a plurality of flute profile modules 1 are assemblied to form described construction formwork.The invention is characterized in the described building form on the vertical direction between adjacent two flute profile modules 1 and/or fixedly connected between adjacent two flute profile modules 1 on the horizontal direction by connector 8.Fig. 1 is a building form integral assembling schematic diagram, as shown in the figure, connector 8 is fixed on the junction on adjacent flute profile module 1 edge of a wing 4 at a certain distance, has strengthened being connected between flute profile module 1 and the flute profile module 1, and has improved the building form integral rigidity.
Feature of the present invention is that also described connector 8 section forms are flute profile, and shown in Fig. 2,3, Fig. 2, Fig. 3 are the structural representation of connector 8.The edge of a wing 4 of described adjacent two flute profile modules 1 is connected in the described channel-section connecting piece 8, as shown in Figure 1.Channel-section connecting piece 8 connections are simple and easy, intensity big and be convenient to extrusion modling, can realize the scale machinery production.
Feature of the present invention also is on the edge of a wing 10 of described connector 8 hole 11 is arranged, shown in Fig. 2,3; On the edge of a wing 4 of described flute profile module 1 bolt hole 5 is arranged, as shown in Figure 4, Fig. 4 is the structural representation of flute profile mould fast 1.Fig. 5 and Fig. 6 are the scheme of installation of connector 8, and as Fig. 5 and Fig. 6, fixedly connected by bolt 2 or latch in the edge of a wing 4 of described connection 8 and described adjacent two flute profile modules 1.During construction, connector 8 is enclosed within on the outer and/or horizontal direction in the edge of a wing 4 of adjacent two flute profile modules 1 on the vertical direction outside adjacent two flute profile modules 1 edge of a wing 4, and the hole 5 on the edge of a wing 4 of hole 11 and flute profile module 1 on the edge of a wing 10 of connector 8 is alignd, by bolt 2 or latch, connector 8 and template are linked to be integral body.
Feature of the present invention is that also the opening part on described connector 8 edges of a wing 10 has slope or breach.Fig. 7 and Fig. 8 are the connector structural representation on band slope, and Fig. 9 is notched connector structural representation, and slope or breach can make connector 8 be enclosed within more smoothly outside the edge of a wing 4 of flute profile module 1, make construction more convenient.
Feature of the present invention also is on the web 3 of described flute profile module 1 for building form removal hole 6 is arranged, as Fig. 4.Figure 10 is two flute profile module connection diagrams, and as shown in figure 10, when Building block was used template, the form removal hole 6 on the web 3 can be used for installing form removal bolt 7.
Feature of the present invention is that also the distance between the bolt hole 5 on described flute profile module 1 edge of a wing 4 equates that distance is made as L, and 4 ends, the edge of a wing of described flute profile module 1 are 1/2L to the distance between first bolt hole 5.Figure 11 is a flute profile module hole schematic diagram, and as shown in the figure, the distance between the described bolt hole 5 equates, is convenient to standardized production, satisfies the demand of different size template by the size that changes L.During template assembly, levels flute profile module 1 dislocation arranges, 4 ends, the edge of a wing of flute profile module 1 are made as half of distance L between the bolt hole 5 to the distance between first bolt hole 5, is convenient to the assembly unit of flute profile module 1, and straight joint about can avoiding occurring.
The object of the present invention is achieved like this, a kind of building form comprises a plurality of flute profile modules 1, a plurality of flute profile modules 1 are assemblied to form described construction formwork.It is fixedly connected to pass through connector 8 in the described building form on the vertical direction between adjacent two flute profile modules 1 and/or on the horizontal direction between adjacent two flute profile modules 1.Connector has hole 11 on 8 edges of a wing 10, on the edge of a wing 4 of described flute profile module 1 bolt hole 5 is arranged.The edge of a wing 4 of described adjacent two flute profile modules 1 is connected in the described channel-section connecting piece 8.Bolt 2 or latch are passed through hole 11 and bolt hole 5, connector 8 is fixedlyed connected with flute profile module 1.This connector 8 can be used in beam forms, column template, slab form and the shear wall formwork.Figure 12 is whole slab form assembly unit schematic diagram, and Figure 13 is whole shear wall formwork assembly unit schematic diagram.Shown in Figure 12～13, during construction, connector 8 is enclosed within on the outer and/or horizontal direction in the edge of a wing 4 of adjacent two flute profile modules 1 on the vertical direction outside adjacent two flute profile modules 1 edge of a wing 4, and the hole 5 on the edge of a wing 4 of hole 11 and flute profile module 1 on the edge of a wing 10 of connector 8 is alignd, by bolt 2 or latch, connector 8 and template are linked to be integral body.
Claims (7)
1. building form, comprise a plurality of flute profile modules (1), a plurality of flute profile modules (1) are assemblied to form described construction formwork, it is characterized in that: it is fixedly connected to pass through connector (8) in the described building form on the vertical direction between adjacent two flute profile modules (1) and/or on the horizontal direction between adjacent two flute profile modules (1).
2. building form according to claim 1 is characterized in that: described connector (8) section form is a flute profile, and the edge of a wing (4) of described adjacent two flute profile modules (1) is connected in the described channel-section connecting piece (8).
3. building form according to claim 2, it is characterized in that: on the edge of a wing (10) of described connector (8) hole (11) is arranged, on the edge of a wing (4) of described flute profile module (1) bolt hole (5) being arranged, fixedlys connected by bolt (2) or latch in the edge of a wing of described connector (8) and described adjacent two flute profile modules (1).
4. building form according to claim 3 is characterized in that: described connector (8) edge of a wing (10) opening part has slope or breach.
5. building form according to claim 1 is characterized in that: on the web (3) of flute profile module (1) form removal hole (6) is arranged.
6. building form according to claim 1 or 5, it is characterized in that: the distance between the bolt hole (5) on described flute profile module (1) edge of a wing (4) equates, be made as L, the end, the edge of a wing (4) of described flute profile module (1) is 1/2L to the distance between first bolt hole (5).
7. building form according to claim 1 is characterized in that: described flute profile module (1) and connector (8) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110173422A CN102287046A (en) | 2011-06-24 | 2011-06-24 | Building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110173422A CN102287046A (en) | 2011-06-24 | 2011-06-24 | Building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102287046A true CN102287046A (en) | 2011-12-21 |
Family
ID=45333775
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110173422A Pending CN102287046A (en) | 2011-06-24 | 2011-06-24 | Building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102287046A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481076A (en) * | 2014-12-23 | 2015-04-01 | 上海聚通装饰集团有限公司 | Method of top-layer ceiling anti-leakage structure process |
| CN106760489A (en) * | 2017-03-22 | 2017-05-31 | 谭猛益 | A kind of attachment means for connecting shear wall formwork, template and shear wall formwork |
| CN109424186A (en) * | 2017-08-31 | 2019-03-05 | 鑫永铨股份有限公司 | Has the composite material building mould board combination unit of Simple assembled function |
| CN110924672A (en) * | 2019-12-06 | 2020-03-27 | 四川天鸿瑞景建设工程有限公司 | Concatenation formula template for building |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1880704A (en) * | 2005-06-18 | 2006-12-20 | 焦保民 | Building formwork |
| CN201460198U (en) * | 2009-05-25 | 2010-05-12 | 江苏铭豪建设工程有限公司 | Concrete poured template |
| CN201704950U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Building column formwork |
| CN102061806A (en) * | 2011-01-24 | 2011-05-18 | 吴方伯 | Building template |
| CN102071802A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
-
2011
- 2011-06-24 CN CN201110173422A patent/CN102287046A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1880704A (en) * | 2005-06-18 | 2006-12-20 | 焦保民 | Building formwork |
| CN201460198U (en) * | 2009-05-25 | 2010-05-12 | 江苏铭豪建设工程有限公司 | Concrete poured template |
| CN201704950U (en) * | 2010-04-23 | 2011-01-12 | 吴方伯 | Building column formwork |
| CN102061806A (en) * | 2011-01-24 | 2011-05-18 | 吴方伯 | Building template |
| CN102071802A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104481076A (en) * | 2014-12-23 | 2015-04-01 | 上海聚通装饰集团有限公司 | Method of top-layer ceiling anti-leakage structure process |
| CN106760489A (en) * | 2017-03-22 | 2017-05-31 | 谭猛益 | A kind of attachment means for connecting shear wall formwork, template and shear wall formwork |
| CN109424186A (en) * | 2017-08-31 | 2019-03-05 | 鑫永铨股份有限公司 | Has the composite material building mould board combination unit of Simple assembled function |
| CN110924672A (en) * | 2019-12-06 | 2020-03-27 | 四川天鸿瑞景建设工程有限公司 | Concatenation formula template for building |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20111221 |