CN102359265A - Building template - Google Patents
Building template Download PDFInfo
- Publication number
- CN102359265A CN102359265A CN2011102580046A CN201110258004A CN102359265A CN 102359265 A CN102359265 A CN 102359265A CN 2011102580046 A CN2011102580046 A CN 2011102580046A CN 201110258004 A CN201110258004 A CN 201110258004A CN 102359265 A CN102359265 A CN 102359265A
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- flute profile
- spillage
- profile module
- die sleeve
- modules
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Abstract
The invention discloses a building template. The building template comprises grooved modules (1) and screws (2) or bolts, wherein the grooved modules (1) are connected with each other by the screws (2) or bolts; more than two connected grooved modules (1) are spliced with each other to form an integral template; and the building template is provided with anti-slurry-leakage mold sleeves (10) at the longitudinally spliced portions of the grooved modules (1). During splicing the building template, the anti-slurry-leakage mold sleeves (10) are sleeved into end portion webs (4) of the grooved modules (1); and the grooved modules (1) are arranged in an orderly way; and the screws (2) or bolts penetrate through holes (5) at wing edges (3) of the grooved modules (1) to connect the two adjacent grooved modules (1) in sequence so that the integral building template is formed. The building template disclosed by the invention has the advantages of low manufacturing cost, convenience in detaching the mold and cycle use; and the slurry leakage problem during depositing concrete is largely improved so that good construction quality can be guaranteed. The template can be used for building construction of reinforced concrete beams, uprights, shear walls and floor slabs.
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, and construction technology is complicated.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.The forest reserves of traditional wooden form for building labor 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 building form (application number 201110025176.9) easy construction, rigidity are big and load and unload easy; But, the flute profile module makes error because existing; The flute profile module ends has irregular phenomenon; Be prone to bigger slit at the longitudinal spliced seam crossing of flute profile module, thereby when fluid concrete, be easy to generate the problem of spillage.
Summary of the invention:
The object of the present invention is to provide a kind of building form, this building form is simple for production, and assembly unit is convenient, and form removal is simple, and recovery utilization rate is high, rigidity is big, bearing capacity is high, can guarantee good construction quality.
The objective of the invention is to realize like this; A kind of building form comprises flute profile module, bolt or latch, connects through bolt or latch between the flute profile module; Flute profile module assembling combination connected to one another more than two; Form integral mold plate, the invention is characterized in that described building form has anti-spillage die sleeve at flute profile module vertical splicing part, anti-spillage die sleeve is inserted in flute profile module ends web place.Anti-spillage die sleeve can improve because there is the caused spillage problem of error of making in the flute profile module.The anti-spillage die sleeve of seam crossing can be recycled, concrete spillage when its role is to effectively prevent to pour into a mould.Said flute profile module is made up of the web and the edge of a wing; When this template of assembly unit; To prevent that the spillage die sleeve is inserted in flute profile module ends web place, and make flute profile module marshalling, bolt or latch will be passed the hole on the flute profile module edge of a wing; Connect two adjacent flute profile modules successively, form monolithic architecture and use template.
Characteristic of the present invention is that also described anti-spillage die sleeve is H type or U type, and the anti-spillage die sleeve of H type has the not form of haunch of cross rib haunch or cross rib, and the anti-spillage die sleeve head of U type is that right angle type, arc or head have hole.The various ways of this two major types can be chosen in concrete construction flexibly.The anti-spillage die sleeve quality that adopts rubber or plastics or other materials to be made is frivolous, and contact does not closely influence planeness between anti-spillage die sleeve during fluid concrete, and anti-spillage die sleeve can produce in batches, and is cheap, recyclable utilization.
Characteristic of the present invention also is described anti-spillage die sleeve outer wall height h
1More than or equal to inside wall height h
2Anti-spillage die sleeve outside height is required to be flute profile module height or is slightly larger than flute profile module height; Anti-spillage die sleeve inside height should be less than or equal to outside height; The anti-spillage die sleeve of this form can guarantee that described building form does not produce the spillage problem, and is easy to be inserted in flute profile module ends web place.
On the web of described flute profile module hole is arranged, hole is arranged on the edge of a wing, and the distance between the hole on the edge of a wing equates that be made as L, top flange is 1/2L to the distance between first hole.Hole on the web can be used for installing the form removal bolt, the shank of bolt end of form removal bolt should with the web outer wall of flute profile module at grade, concrete can not flow out from hole when making concreting.During stripping, turn the form removal bolt, under the effect of bolt force, template can be separated with the concrete of building easily, and the convenient monolithic architecture of removing is used template.Distance between the flute profile modular foil marginal pore hole equates, is convenient to standardized production, satisfies the demand of different size template through the size that changes said L.During template assembly, levels flute profile module dislocation arranges, the top flange of flute profile module is made as the half the of distance L between the hole to the distance between first hole, is convenient to the assembly unit of flute profile module, straight joint about can avoiding occurring.
Be with the connection strap keeper in the described flute profile module ends groove, the connection strap keeper is connected with the flute profile module through bolt or latch, is vertically connected through the connection strap keeper by connection strap between the flute profile module.On two edges of a wing of connection strap keeper hole is arranged all; The connection strap keeper is inserted in the flute profile module ends groove; Make the bolt hole on two edges of a wing of hole and flute profile module on two edges of a wing of connection strap keeper corresponding respectively; Bolt or latch are passed bolt hole and hole, the connection strap keeper is connected with the flute profile module.When vertically connecting two flute profile modules, between the web that connection strap is inserted the connection strap keeper and the web of flute profile module, and bolt or latch inserted the hole on the connection strap keeper web, be connected with connection strap and fix with connection strap.Connection strap can pass through the length of two flute profile intermodules of adjusting contiguous concatenation, the demand of different size template when satisfying construction.
Description of drawings:
In the following accompanying drawing, 1 is the flute profile module, and 2 is bolt, and 3 is the flute profile module edge of a wing; 4 is flute profile module web, and 5 is the hole on the flute profile module edge of a wing, and 6 is the form removal hole of flute profile module web, and 7 is connection strap; 8 is the connection strap keeper, and 9 are the form removal bolt, and 10 are anti-spillage die sleeve.
Fig. 1 is the anti-spillage die sleeve sketch map of template and seam crossing;
Fig. 2 is anti-spillage die sleeve structural representation;
Fig. 3 is anti-another embodiment of spillage die sleeve;
Fig. 4 is anti-another embodiment of spillage die sleeve;
Fig. 5 is anti-another embodiment of spillage die sleeve;
Fig. 6 is anti-another embodiment of spillage die sleeve;
Fig. 7 is anti-another embodiment of spillage die sleeve;
Fig. 8 is anti-another embodiment of spillage die sleeve;
Fig. 9 is anti-another embodiment of spillage die sleeve;
Figure 10 is anti-another embodiment of spillage die sleeve;
Figure 11 is anti-another embodiment of spillage die sleeve;
Figure 12 is anti-spillage die sleeve sketch map for the flute profile module ends is with;
Figure 13 is anti-another embodiment of spillage die sleeve for the flute profile module ends is with;
Figure 14 is that two flute profile modules, 1 longitudinal spliced seam crossing has anti-spillage die sleeve sketch map;
Figure 15 is that two flute profile modules, 1 longitudinal spliced seam crossing has anti-another embodiment of spillage die sleeve;
Figure 16 is that two flute profile modules 1 vertically connect sketch map;
Figure 17 is the shear wall formwork structural representation;
Figure 18 is the beam forms structural representation;
Figure 19 is the slab form structural representation;
Figure 20 is the column template structural representation.
The specific embodiment:
Below in conjunction with accompanying drawing the present invention is described further.
The present invention shown in accompanying drawing 1～20, a kind of building form, this building form comprises flute profile module 1, bolt 2 or latch.The invention is characterized in that described building form has anti-spillage die sleeve 10 at flute profile module 1 vertical splicing part.Said flute profile module 1 is made up of the web 4 and the edge of a wing 3; When this template of assembly unit; To prevent that spillage die sleeve 10 is inserted in flute profile module 1 end web 4 places, and make flute profile module 1 marshalling, bolt 2 or latch will be passed the hole 5 on flute profile module 1 edge of a wing 3; Connect two adjacent flute profile modules 1, form monolithic architecture and use template.As shown in Figure 1.
Characteristic of the present invention is that also described anti-spillage die sleeve 10 is H type or U type, and anti-spillage die sleeve 10 outer wall height h
1More than or equal to inside wall height h
2Fig. 2～7 are outer wall height h
1Greater than inside wall height h
2The form of structure sketch map of anti-spillage die sleeve 10.Fig. 2 is the form of the anti-spillage die sleeve 10 middle part cross rib haunches of H type; Fig. 3 prevents the not form of haunch of spillage die sleeve 10 middle part cross ribs for the H type; Fig. 4 is the form of right angle type for anti-spillage die sleeve 10 heads of U type; Fig. 5 is the form of arc for anti-spillage die sleeve 10 heads of U type; Fig. 6 has hole for anti-spillage die sleeve 10 heads of U type, but hole does not seal the form of lateral opening; Fig. 7 has hole for anti-spillage die sleeve 10 heads of U type, but hole does not seal the form of cross rib place opening.Fig. 8～11 are outer wall height h
1Equal inside wall height h
2The form of structure sketch map of anti-spillage die sleeve 10.Fig. 8 prevents the not form of haunch of spillage die sleeve 10 middle part cross ribs for the H type; Fig. 9 has hole for anti-spillage die sleeve 10 heads of U type, but hole does not seal the form of lateral opening; Figure 10 is the form of right angle type for anti-spillage die sleeve 10 heads of U type; Figure 11 has hole for anti-spillage die sleeve 10 heads of U type, but hole does not seal the form of cross rib place opening.In the construction, can select anti-spillage die sleeve 10 forms flexibly for use according to actual demands of engineering.Anti-spillage die sleeve 10 inside wall height should be less than or equal to the outer wall height, and the anti-spillage die sleeve 10 of this form can guarantee that described building form does not produce the spillage problem, and is easy to be inserted in flute profile module 1 end web 4 places.
Shown in Figure 12 have the H type to prevent spillage die sleeve 10 for flute profile module 1 end, and anti-spillage die sleeve 10 inwalls of H type are inserted in flute profile module 1 web 4 inboards, and outer wall is close to flute profile module 1 web 4 outsides.Figure 14 is that two flute profile modules, 1 longitudinal spliced seam crossing has the H type to prevent spillage die sleeve 10 sketch mapes.Shown in Figure 13 for flute profile module 1 end is with the anti-spillage die sleeve 10 of U type, Figure 15 has the U type to prevent spillage die sleeve 10 sketch mapes for flute profile module 1 longitudinal spliced seam crossing.Anti-spillage die sleeve 10 quality that adopt rubber or plastics or other materials to be made are frivolous, and 10 contacts of anti-spillage die sleeve closely do not influence planeness during fluid concrete, and anti-spillage die sleeve 10 can produce in batches, and are cheap, recyclable utilization.
On the web 4 of flute profile module 1 shown in Figure 13 hole 6 is arranged, hole 5 is arranged on the edge of a wing 3, and the distance between the hole on the edge of a wing 35 equates that be made as L, 3 ends, the edge of a wing are 1/2L to the distance between first hole.Hole 6 on the web 4 can be used for form removal bolt 9 is installed, and is as shown in Figure 1, the shank of bolt end of form removal bolt 9 should with web 4 outer walls of flute profile module 1 at grade, concrete can not flow out from hole when making concreting.During stripping, turn form removal bolt 9, under the effect of bolt force, template can be separated with the concrete of building easily, and the convenient monolithic architecture of removing is used template.Distance between 3 holes 5 of flute profile module 1 edge of a wing equates, is for the ease of standardized production, satisfies the demand of different size template through the big I that changes said L.During template assembly, levels flute profile module 1 dislocation arranges, 3 ends, the edge of a wing of flute profile module 1 are made as the half the of distance L between the hole to the distance between first hole, is convenient to the assembly unit of flute profile module 1, straight joint about can avoiding occurring.
Shown in figure 16, described connection strap keeper 8 is connected with flute profile module 1 through bolt 2 or latch, and 4 of the webs of connection strap keeper 8 and flute profile module 1 have connection strap 7.On two edges of a wing of connection strap keeper 8 hole is arranged all; Connection strap keeper 8 is inserted in flute profile module 1 end grooves; Make the bolt hole 5 on two edges of a wing 3 of hole and flute profile module 1 on two edges of a wing of connection strap keeper 8 corresponding respectively; Bolt 2 or latch are passed bolt hole 5 and hole, connection strap keeper 8 is connected with flute profile module 1.When vertically connecting two flute profile modules 1, between the web that connection strap 7 is inserted connection strap keepers 8 and the web 4 of flute profile module 1, and bolt 2 or latch inserted the hole on connection strap keeper 8 webs, be connected with connection strap 7 and fix with connection strap 7.Connection strap 7 can be through regulating contiguous concatenation the length of 1 of two flute profile module, the demand of different size template when satisfying construction.
The objective of the invention is to realize like this, a kind of building form, this building form comprises flute profile module 1, bolt 2 or latch.Building form is connected through bolt 2 or latch by flute profile module 1 connected to one another more than two.When the Building block template; Make error because flute profile module 1 exists, cause flute profile module 1 longitudinal spliced seam crossing to be prone to bigger slit, be inserted in flute profile module 1 end web 4 places so will prevent spillage die sleeve 10; And make flute profile module 1 marshalling; Bolt 2 or latch are passed the hole 5 on flute profile module 1 edge of a wing 3, connect two adjacent flute profile modules 1, form monolithic architecture and use template.This template can be used in the building operations of reinforced concrete beam, column, shear wall, floor.Figure 17 is the shear wall formwork structural representation, and Figure 18 is the beam forms structural representation, and Figure 19 is the slab form structural representation, and Figure 20 is the column template structural representation.
Claims (4)
1. building form; Comprise flute profile module (1), bolt or latch (2); Connect through bolt (2) or latch between the flute profile module (1), flute profile module connected to one another (1) assembling combination more than two forms integral mold plate; It is characterized in that: described building form has anti-spillage die sleeve (10) at flute profile module (1) vertical splicing part, and anti-spillage die sleeve (10) is inserted in flute profile module (1) end web (4) to be located.
2. building form according to claim 1; It is characterized in that: described anti-spillage die sleeve (10) is H type or U type; The anti-spillage die sleeve (10) of H type has the not form of haunch of cross rib haunch or cross rib, and anti-spillage die sleeve (10) head of U type is that right angle type, arc or head have hole.
3. building form according to claim 1 is characterized in that: described anti-spillage die sleeve (10) outer wall height h
1More than or equal to inside wall height h
2
4. building form according to claim 1; It is characterized in that: be with connection strap keeper (8) in described flute profile module (1) end grooves; Connection strap keeper (8) is connected with flute profile module (1) through bolt or latch (2), is vertically connected through connection strap keeper (8) by connection strap (7) between the flute profile module (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102580046A CN102359265A (en) | 2011-09-02 | 2011-09-02 | Building template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102580046A CN102359265A (en) | 2011-09-02 | 2011-09-02 | Building template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102359265A true CN102359265A (en) | 2012-02-22 |
Family
ID=45584640
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011102580046A Pending CN102359265A (en) | 2011-09-02 | 2011-09-02 | Building template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102359265A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103422666A (en) * | 2012-05-15 | 2013-12-04 | 宋永胜 | Steel keel for erecting forms of walls, beams and columns |
| CN103541442A (en) * | 2013-09-24 | 2014-01-29 | 宝鸡市第一建筑工程有限责任公司 | Structure for preventing foot rot of concrete shear wall |
| CN107401217A (en) * | 2017-09-22 | 2017-11-28 | 中国石油大学(华东) | A kind of beamless hollow floor chamber concrete-filled steel tube shear wall combined structure system and method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU672763B2 (en) * | 1991-10-29 | 1996-10-17 | Steuler-Industriewerke Gmbh | Double-walled formwork element and process for manufacturing it |
| KR100529048B1 (en) * | 2005-03-18 | 2005-11-24 | (주)포텍건축사사무소 | Connect structure of sheeting for building using t-type connect jacket |
| CN201567785U (en) * | 2009-11-30 | 2010-09-01 | 喻华 | Ribbed beam mould plate |
| CN201817939U (en) * | 2010-10-19 | 2011-05-04 | 北方工业大学 | Connecting structure of cement formworks |
| CN102061806A (en) * | 2011-01-24 | 2011-05-18 | 吴方伯 | Building template |
| CN102116082A (en) * | 2010-12-21 | 2011-07-06 | 吴方伯 | Moulding board for building purposes |
-
2011
- 2011-09-02 CN CN2011102580046A patent/CN102359265A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU672763B2 (en) * | 1991-10-29 | 1996-10-17 | Steuler-Industriewerke Gmbh | Double-walled formwork element and process for manufacturing it |
| KR100529048B1 (en) * | 2005-03-18 | 2005-11-24 | (주)포텍건축사사무소 | Connect structure of sheeting for building using t-type connect jacket |
| CN201567785U (en) * | 2009-11-30 | 2010-09-01 | 喻华 | Ribbed beam mould plate |
| CN201817939U (en) * | 2010-10-19 | 2011-05-04 | 北方工业大学 | Connecting structure of cement formworks |
| CN102116082A (en) * | 2010-12-21 | 2011-07-06 | 吴方伯 | Moulding board for building purposes |
| CN102061806A (en) * | 2011-01-24 | 2011-05-18 | 吴方伯 | Building template |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103422666A (en) * | 2012-05-15 | 2013-12-04 | 宋永胜 | Steel keel for erecting forms of walls, beams and columns |
| CN103541442A (en) * | 2013-09-24 | 2014-01-29 | 宝鸡市第一建筑工程有限责任公司 | Structure for preventing foot rot of concrete shear wall |
| CN107401217A (en) * | 2017-09-22 | 2017-11-28 | 中国石油大学(华东) | A kind of beamless hollow floor chamber concrete-filled steel tube shear wall combined structure system and method |
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Application publication date: 20120222 |