CN102373801A - Template for building - Google Patents
Template for building Download PDFInfo
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- CN102373801A CN102373801A CN201110340510XA CN201110340510A CN102373801A CN 102373801 A CN102373801 A CN 102373801A CN 201110340510X A CN201110340510X A CN 201110340510XA CN 201110340510 A CN201110340510 A CN 201110340510A CN 102373801 A CN102373801 A CN 102373801A
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- flute profile
- die sleeve
- hole
- edge
- wing
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Abstract
The invention discloses a template for a building. The template comprises a groove-shaped die sleeve (1) and an inserted pin (2), wherein thin-wall channel steel (7) is sleeved inside the groove-shaped die sleeve (1), or a thin steel plate (10) is sleeved on the lower part of a flange (3) of the groove-shaped die sleeve (1), or thin-wall steel angle (12) is sleeved at a corner of the flange (5) and a web plate (5) of the groove-shaped die sleeve (1), so that a standard groove-shaped module is formed. Holes (4) are formed on the flange (3) of the groove-shaped die sleeve at equal distance which is set to be L, and the distance from the end part of the flange (3) of the groove-shaped die sleeve to a first hole (4) is 1/2L. The holes in the flange of the thin-wall channel steel (7) or the flange of the thin steel plate (10) or the flange on one edge of the thin-wall steel angle (12) appressed to the flange of the groove-shaped die sleeve (1) are in one-to-one correspondence to the holes (4) in the flange (3) of the groove-shaped die sleeve. The template for the building has the advantages of light weight, low manufacturing cost, easiness for demoulding, long service life, simplicity and convenience for construction and convenience for standardized production, and can be applied to building construction of concrete beams, floor slabs, shear walls and stand columns.
Description
Technical field
The present invention relates to the realm of building construction, specifically refer to a kind of building form.
Background technology
Proposed since the seventies in 20th century since the technical policy of " with steel for wood ", steel form is used general in China various places.Conventional steel template weight is big, move install need lifting appliance handling, template assembly dumb, use and certain limitation arranged and steel are had bigger waste.Combined steel formwork is applicable to various cast-in-situ steel reinforced concrete engineerings, can be by the large-scale template of designing requirement spelling Cheng Liang, post, wall, floor.It is assembled that a kind of building form (number of patent application 201010598066.7) is crossed latch by the flute profile module, and working procedure is simple, and recovery utilization rate is high, is convenient to standardized production.But through the assembled template of channel-section steel also have that deadweight is big, operator's labour intensity is high, it is big once to drop into, selling price is than problems such as height.In view of three big main principle of form work engineering design are practicality, safety, economy, present, the combined steel formwork of needing a kind of lightweight, economy badly and satisfying rigidity requirement satisfies the demand of construction market.
Summary of the invention
In view of this, the invention provides a kind of building form, said building form uses standard flute profile module assembled through latch.Standard flute profile module is inserted in the flute profile die sleeve by thin-wall channel or steel sheet or thin-walled angle steel and is formed; The standard flute profile module spliced that so forms had both satisfied rigidity requirement when dressing up building form; And the flute profile die sleeve adopts the plastic production of lightweight to form, and has alleviated the template deadweight so again greatly, has made template cheap when being convenient to the demoulding.
To achieve these goals; The present invention adopts following technical scheme: a kind of building form; This building form comprises flute profile die sleeve, latch, and the present invention is characterised in that through in said flute profile die sleeve, being with thin-wall channel or being with steel sheet in inside, the said flute profile die sleeve edge of a wing or the corner of the web of and said flute profile die sleeve inboard on the edge of a wing of said flute profile die sleeve is with the thin-walled angle steel and forms standard flute profile module.
Further in technical scheme of the present invention, said flute profile die sleeve has hole on the edge of a wing, and the distance between the hole equates that be made as L, the top flange of flute profile die sleeve is 1/2L to the distance between first hole; It is L that spacing between hole and hole is arranged on the said thin-wall channel edge of a wing; Or the spacing between hole and hole is arranged on the said steel sheet is L; Or said thin-walled angle steel is close to that on the limb on the flute profile die sleeve edge of a wing spacing between hole and hole to be arranged be L, and said thin-wall channel top flange is 1/2L to its first hole or said thin-walled angle steel end to the distance between its first hole to its first hole or said steel sheet end.
Further in technical scheme of the present invention; Hole on hole on the said thin-wall channel edge of a wing or the said steel sheet or the hole on the said thin-walled angle steel are corresponding one by one with hole on the said flute profile die sleeve edge of a wing; Up/down perforation, thus the hole on the flute profile module edge of a wing formed; On the described flute profile die sleeve web form removal hole is arranged, have on the described thin-wall channel web with the flute profile die sleeve web that is inserted on form removal hole hole one to one; Form removal hole place on the said flute profile die sleeve web is provided with steel bushing; Be provided with the turning brace in template corner, this turning brace is provided with hole, passes hole and the hole on the flute profile module edge of a wing on the brace of turning with latch, and the turning brace is connected with the flute profile module; Described flute profile die sleeve employing plastic production forms, said turning brace adopts hard material to be made.
Further in technical scheme of the present invention, crimping was with the cephalolateral margin of fixing said thin-wall channel in the edge, the edge of a wing of said flute profile die sleeve was provided with; The web of the web of said flute profile die sleeve and intersection, the edge of a wing is provided with groove, and the edge, the edge of a wing of said flute profile die sleeve is provided with interior crimping, and said steel-sheet both side edges is inserted in respectively in this groove and the interior crimping to be fixed on the said flute profile die sleeve; The web corner inboard of the web of said flute profile die sleeve and the intersection on the edge of a wing is provided with groove, and the edge, the edge of a wing of said flute profile die sleeve is provided with interior crimping, and the both side edges of said thin-walled angle steel is inserted in respectively in this groove and the interior crimping to be fixed on the said flute profile die sleeve.
Can find out that from technique scheme building form provided by the invention is applicable in the building operations of concrete beam, floor, shear wall, column.The standard flute profile module that is used for assembled formwork is inserted in the plastics flute profile die sleeve by thin-wall channel or steel sheet or thin-walled angle steel and is formed, and standard flute profile module had both possessed corresponding stiffness, had alleviated deadweight simultaneously greatly and had practiced thrift rolled steel dosage, remarkable in economical benefits.And the template with this standard flute profile module spliced dress forms is convenient to the demoulding.So adorn three big principle---practicality, safety, the economy that the building form that forms has further embodied stencil design by said standard flute profile module spliced.
Description of drawings
In the following accompanying drawing, 1 is the flute profile die sleeve, and 2 is latch, and 3 is the flute profile die sleeve edge of a wing; 4 is the hole on the flute profile module edge of a wing, and 5 is flute profile die sleeve web, and 6 is the form removal hole of flute profile module web, and 7 is thin-wall channel; 8 is the hole on the thin-wall channel edge of a wing, and 9 is the hole of thin-wall channel web, and 10 is steel sheet; 11 is the hole on the steel sheet, and 12 is the thin-walled angle steel, and 13 are close to the hole of a limb on the flute profile die sleeve edge of a wing for the thin-walled angle steel; 14 are the form removal bolt, and 15 is the brace of template corner, and 16 is the steel bushing at flute profile die sleeve web form removal hole place.
Fig. 1 (a) is for being with the standard flute profile modular structure sketch map that thin-wall channel 7 forms in the flute profile die sleeve 1;
Fig. 1 (b) is the sketch map before thin-wall channel 7 is inserted in flute profile die sleeve 1;
Fig. 2 (a) is for being with the standard flute profile modular structure sketch map that steel sheet 10 forms in the flute profile die sleeve 1;
Fig. 2 (b) is the sketch map before steel sheet 10 is inserted in flute profile die sleeve 1;
Fig. 2 (c) establishes the steel bushing structural representation for the standard flute profile module web form removal hole place that is with steel sheet 10 formation in the flute profile die sleeve 1;
Fig. 3 (a) is for being with the standard flute profile modular structure sketch map that thin-walled angle steel 12 forms in the flute profile die sleeve 1;
Fig. 3 (b) is the sketch map before thin-walled angle steel 12 is inserted in flute profile die sleeve 1;
Fig. 3 (c) establishes the steel bushing structural representation for the standard flute profile module web form removal hole place that is with 12 formation of thin-walled angle steel in the flute profile die sleeve 1;
Fig. 4 dresses up the template sketch map for standard flute profile module spliced;
Fig. 5 is the shear wall formwork structural representation;
Fig. 6 is the beam forms structural representation;
Fig. 7 is the column template structural representation;
Fig. 8 is a template die plated construction sketch map;
The specific embodiment
Below in conjunction with the accompanying drawing in the embodiment of the invention, the technical scheme in the embodiment of the invention is described further.
The present invention is shown in accompanying drawing 1～8.A kind of building form, assembled by standard flute profile module through latch.Standard flute profile module is with thin-walled angle steel 12 and forms by being with corner that thin-wall channel 7 or 3 bottoms, flute profile die sleeve 1 edge of a wing are with steel sheet 10 or flute profile die sleeve 1 edge of a wing 3 and web 5 in the flute profile die sleeve 1.As shown in Figure 4; During with standard flute profile module spliced dress building form,, and make the hole on flute profile die sleeve 1 edge of a wing 3, the adjacent flute profile module outside corresponding about in the of 4 with flute profile module marshalling; Pass the hole on the flute profile module edge of a wing with latch 2, polylith flute profile module 1 is connected into integral mold plate.
Flute profile die sleeve 1 adopts plastic production to form; The thin-wall channel 7 that its size is interior with being inserted in die sleeve or the size of steel sheet 10 or thin-walled angle steel 12 match; Flute profile die sleeve 1 is set to interior crimping, can guarantee that like this thin-wall channel 7 or steel sheet 10 or thin-walled angle steel 12 are inserted in the back fixed-site.
Fig. 1 (a) (b) is the sketch map before thin-wall channel 7 is inserted in flute profile die sleeve 1 for being with the standard flute profile modular structure sketch map that thin-wall channel 7 forms in the flute profile die sleeve 1.Have spacing to equate on flute profile die sleeve 1 edge of a wing 3 and be the hole 4 of L, 3 ends, the edge of a wing of flute profile die sleeve 1 are 1/2L to the distance between first hole 4.The spacing that hole on thin-wall channel 7 edges of a wing is 8 is L, and thin-wall channel 7 top flanges are 1/2L to the distance between first hole 8.So after thin-wall channel 7 was inserted in the flute profile die sleeve 1, the hole 8 on thin-wall channel 7 edges of a wing was corresponding one by one with hole 4 on flute profile die sleeve 1 edge of a wing 3, up/down perforation, thus form the hole on the flute profile module edge of a wing.And crimping is with the fixing front-end edge of thin-wall channel 7 in the edge, the edge of a wing of flute profile die sleeve 1 is provided with.On flute profile die sleeve 1 web 5 as shown in the figure form removal hole 6 is arranged, form removal hole 6 is corresponding one by one on the hole 9 on described thin-wall channel 7 webs and the flute profile die sleeve that is inserted in 1 web 5.Hole on the flute profile module web can be used for installing form removal bolt 14.During stripping, turn form removal bolt 14, 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.
Fig. 2 (a) (b) is inserted in flute profile die sleeve 1 sketch map for steel sheet 10 for being with the standard flute profile modular structure sketch map that steel sheet 10 forms in the flute profile die sleeve 1.Hole 11 spacings on the steel sheet 10 are L, and steel sheet 10 ends are 1/2L to the distance between first hole 11.After steel sheet 10 was inserted in the flute profile die sleeve 1, the hole 11 on the steel sheet 10 was corresponding one by one with hole 4 on flute profile die sleeve 1 edge of a wing 3, and up/down perforation forms the hole on the flute profile module edge of a wing.On flute profile die sleeve 1 web 5 that is inserted in steel sheet 10 and the web 5 of 3 intersections, the edge of a wing corresponding grooves is arranged, the interior crimping that the edge, the edge of a wing of groove and flute profile die sleeve 1 is provided with can guarantee that steel sheet 10 is inserted in fixed-site afterwards.Fig. 2 (c) establishes steel bushing 16 structural representations for standard flute profile module web 5 form removal holes 6 places that are with steel sheet 10 formation in the flute profile die sleeve 1.6 places are provided with steel bushing 16 at the form removal hole, are in order to guarantee hole periphery intensity.When avoiding the hole insufficient strength, shear, the destruction of form such as extruding, thereby cause flute profile die sleeve 1 to destroy by web 5 holes 6 places.
Fig. 3 (a) (b) is the sketch map before thin-walled angle steel 12 is inserted in flute profile die sleeve 1 for being with the standard flute profile modular structure sketch map that thin-walled angle steel 12 forms in the flute profile die sleeve 1.Hole 13 spacings that thin-walled angle steel 12 is close on the limb on the flute profile die sleeve edge of a wing are L, and thin-walled angle steel 12 ends are 1/2L to the distance between first hole 13.After thin-walled angle steel 12 was inserted in the flute profile die sleeve 1, the hole 13 that thin-walled angle steel 12 is close on the limb on the flute profile die sleeve edge of a wing was corresponding one by one with hole 4 on flute profile die sleeve 1 edge of a wing 3, and up/down perforation forms the hole on the flute profile module edge of a wing.On flute profile die sleeve 1 web 5 that is inserted in thin-walled angle steel 12 and the corner inboard of the web 5 of 3 intersections, the edge of a wing corresponding grooves is arranged, groove and the interior crimping that edge, flute profile die sleeve 1 edge of a wing is provided with can guarantee that thin-walled angle steel 12 is inserted in fixed-site afterwards.Fig. 3 (c) establishes the steel bushing structural representation for the standard flute profile module web form removal hole place that is with 12 formation of thin-walled angle steel in the flute profile die sleeve 1.
Flute profile module shown in Fig. 1～3, the hole spacing on its edge of a wing equates, is for the ease of standardized production.Is 1/2L with the top flange of flute profile module to the distance that the distance between first hole is made as between the hole, is convenient to the assembly unit of flute profile module 1, avoids occurring straight joint up and down.
Fig. 5 dresses up the shear wall formwork structural representation for said flute profile module spliced, and Fig. 6 is the beam forms structural representation.
Fig. 7 is the column template structural representation, shown in column template in, 15 is the turning brace.In template corner turning brace 15 is set, on the turning brace 15 hole is arranged, pass hole and the hole 5 on flute profile module 1 edge of a wing 3 on the turning brace 15, turning brace 15 is connected with flute profile module 1 with latch 2.Brace 15 has very strong rigidity and intensity, can guarantee the bonding strength of template corner and the globality of template.
Fig. 8 dresses up template die plated construction sketch map for said flute profile module spliced.
Claims (9)
1. building form; This building form comprises flute profile die sleeve (1), latch (2), it is characterized in that: through in said flute profile die sleeve (1), being with thin-wall channel (7) or being with steel sheet (10) in inside, said flute profile die sleeve (1) edge of a wing (3) or the corner of the web (5) of and said flute profile die sleeve (1) inboard on the edge of a wing (3) of said flute profile die sleeve (1) is with thin-walled angle steel (12) and forms standard flute profile module.
2. building form according to claim 1; It is characterized in that: hole (4) is arranged on said flute profile die sleeve (1) edge of a wing (3); Distance between the hole (4) equates that be made as L, the end, the edge of a wing (3) of flute profile die sleeve (1) is 1/2L to the distance between first hole (4).
3. building form according to claim 1 and 2 is characterized in that: it is L that the spacing between hole (8) and hole (8) is arranged on said thin-wall channel (7) edge of a wing; Or the spacing between hole (11) and hole (11) is arranged on the said steel sheet (10) is L; Or said thin-walled angle steel (12) is close to that on the limb on flute profile die sleeve (1) edge of a wing (3) spacing between hole (13) and hole (13) to be arranged be L, and said thin-wall channel (7) top flange is 1/2L to its first hole (11) or said thin-walled angle steel (12) end to the distance between its first hole (13) to its first hole (8) or said steel sheet (10) end.
4. building form according to claim 3 is characterized in that: the hole (8) on said thin-wall channel (7) edge of a wing is corresponding one by one with hole (4) on said flute profile die sleeve (1) edge of a wing (3), up/down perforation, thus form the hole on the flute profile module edge of a wing; Hole (11) on the perhaps said steel sheet (10) is corresponding one by one with hole (4) on said flute profile die sleeve (1) edge of a wing (3), up/down perforation, thus form the hole on the flute profile module edge of a wing; Hole (13) on the perhaps said thin-walled angle steel (12) is corresponding one by one with hole (4) on said flute profile die sleeve (1) edge of a wing (3), up/down perforation, thus form the hole on the flute profile module edge of a wing.
5. building form according to claim 1; It is characterized in that: form removal hole (6) is arranged on described flute profile die sleeve (1) web (5), have on described thin-wall channel (7) web with flute profile die sleeve (1) web (5) that is inserted on form removal hole (6) hole (9) one to one.
6. building form according to claim 5 is characterized in that: the form removal hole (6) on said flute profile die sleeve (1) web (5) locates to be provided with steel bushing (16).
7. building form according to claim 4; It is characterized in that: be provided with turning brace (15) in template corner; This turning brace (15) is provided with hole; Pass hole and the hole (5) on the flute profile module edge of a wing on the turning brace (15) with latch (2), turning brace (12) is connected with flute profile module (1).
8. according to claim 1 or 7 described building forms, it is characterized in that: described flute profile die sleeve (1) adopts plastic production to form, and said turning brace (15) adopts hard material to be made.
9. according to each described building form of claim 1-8, it is characterized in that: crimping was with the cephalolateral margin of fixing said thin-wall channel (7) in the edge, the edge of a wing of said flute profile die sleeve (1) was provided with; The web (5) of perhaps said flute profile die sleeve (1) is provided with groove with the web (5) of intersection, the edge of a wing (3); The edge, the edge of a wing of said flute profile die sleeve (1) is provided with interior crimping, and the both side edges of said steel sheet (10) is inserted in respectively in this groove and the interior crimping to be fixed on the said flute profile die sleeve (1); The web (5) of perhaps said flute profile die sleeve (1) is provided with groove with the corner inboard of the web (5) of the intersection on the edge of a wing (3); The edge, the edge of a wing of said flute profile die sleeve (1) is provided with interior crimping, and the both side edges of said thin-walled angle steel (12) is inserted in respectively in this groove and the interior crimping to be fixed on the said flute profile die sleeve (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110340510XA CN102373801A (en) | 2011-11-01 | 2011-11-01 | Template for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110340510XA CN102373801A (en) | 2011-11-01 | 2011-11-01 | Template for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102373801A true CN102373801A (en) | 2012-03-14 |
Family
ID=45792973
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201110340510XA Pending CN102373801A (en) | 2011-11-01 | 2011-11-01 | Template for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102373801A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912779A (en) * | 2012-11-07 | 2013-02-06 | 江苏省交通工程集团有限公司 | End sealing plate fixing structure of lift wall construction |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2159989Y (en) * | 1993-06-05 | 1994-03-30 | 曹志渊 | Steel and plastic composite shuttering |
| JPH10121721A (en) * | 1996-10-17 | 1998-05-12 | Akira Nishimura | Free curved surface lightweight form and method thereof |
| CN2380656Y (en) * | 1998-08-05 | 2000-05-31 | 李井冈 | Angle-steel reinforced multipurpose plastic door-window section |
| JP2000248738A (en) * | 1999-03-03 | 2000-09-12 | Taisei Corp | Form |
| CN1851199A (en) * | 2006-04-29 | 2006-10-25 | 海城市金昌科技开发有限公司 | Building plastic-steel composite shuttering |
| CN102071802A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
| CN102071796A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
-
2011
- 2011-11-01 CN CN201110340510XA patent/CN102373801A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2159989Y (en) * | 1993-06-05 | 1994-03-30 | 曹志渊 | Steel and plastic composite shuttering |
| JPH10121721A (en) * | 1996-10-17 | 1998-05-12 | Akira Nishimura | Free curved surface lightweight form and method thereof |
| CN2380656Y (en) * | 1998-08-05 | 2000-05-31 | 李井冈 | Angle-steel reinforced multipurpose plastic door-window section |
| JP2000248738A (en) * | 1999-03-03 | 2000-09-12 | Taisei Corp | Form |
| CN1851199A (en) * | 2006-04-29 | 2006-10-25 | 海城市金昌科技开发有限公司 | Building plastic-steel composite shuttering |
| CN102071802A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
| CN102071796A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912779A (en) * | 2012-11-07 | 2013-02-06 | 江苏省交通工程集团有限公司 | End sealing plate fixing structure of lift wall construction |
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Application publication date: 20120314 |