CN102287047A - Template for building - Google Patents
Template for building Download PDFInfo
- Publication number
- CN102287047A CN102287047A CN2011102580050A CN201110258005A CN102287047A CN 102287047 A CN102287047 A CN 102287047A CN 2011102580050 A CN2011102580050 A CN 2011102580050A CN 201110258005 A CN201110258005 A CN 201110258005A CN 102287047 A CN102287047 A CN 102287047A
- Authority
- CN
- China
- Prior art keywords
- flute profile
- connection strap
- hole
- wing
- groove
- 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.)
- Pending
Links
Images
Abstract
The invention discloses a template for a building, which comprises a plurality of groove-shaped modules (1), wherein the groove-shaped modules (1) are connected through plug pins (2), more than two mutually connected groove-shaped modules (1) are in split joint combination for forming an integral template, the two groove-shaped templates (1) are longitudinally connected through groove-shaped connecting strips (7), long-stripped holes (13) are arranged on the wing edges (8) of the groove-shaped connecting strips (7), screw bolts (12) are used for connecting the groove-shaped connecting strips (7) and the groove-shaped templates (1), and the longitudinal length regulation between the groove-shaped modules (1) is realized through the long-stripped holes (13). During the split joint of the building template, the groove-shaped connecting strips (7) are sheathed in the longitudinal split joint parts between the two groove-shaped modules (1), and the longitudinal length between the groove-shaped modules (1) can be regulated according to the engineering requirements. The processing of the groove-shaped connecting strips (7) is convenient, and the work procedures during the split joint are simple. The template for the building can be used in the building constructions of concrete beams, upright posts, 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:
Combined steel formwork is used general, especially very big at northern consumption in China various places.Combined steel formwork is applicable to various cast-in-situ steel reinforced concrete engineerings, can press the large-scale template of designing requirement spelling Cheng Liang, post, wall, floor in advance.A kind of building form (application number 201010595864.6) rigidity is big, construction is flexible, easily assembly unit, the number of turnover is many, fix connection strap by the connection strap keeper between the flute profile module, realize the effect that longitudinal length is regulated and strengthened vertically connecting, operation was more when its weak point was construction, and the processing of connection strap keeper is complicated.
Summary of the invention:
In view of this, the invention provides a kind of building form, this building form is assemblied to form by polylith flute profile module, and the flute profile module of building form uses the flute profile connection strap vertically to connect, and the longitudinal length of flute profile intermodule can be regulated according to engine request.The flute profile connection strap is easy to process, and operation is simple during assembly unit.
To achieve these goals, the present invention adopts following technical scheme: a kind of building form, comprise the flute profile module, latch, connect by latch between the flute profile module is horizontal, flute profile module assembling combination connected to one another more than two, form integral mold plate, the invention is characterized between two flute profile modules vertically and connect by the flute profile connection strap, the flute profile connection strap has hole on the edge of a wing, connect flute profile connection strap and flute profile module with bolt or latch, and realize the adjusting of the longitudinal length between the flute profile module by the diverse location that bolt or latch pass bolt hole on the flute profile module edge of a wing and the hole on the flute profile connection strap edge of a wing.
Hole on the described flute profile connection strap edge of a wing is the strip hole, and the strip hole on two side wing edges of flute profile connection strap is corresponding up and down, and the diverse location of selecting the strip hole is realized being connected of flute profile connection strap and flute profile module by bolt; Hole on the described flute profile module edge of a wing is a circular opening, and at least three pairs of corresponding up and down circular openings are arranged on the edge of a wing of flute profile connection strap, selects corresponding hole to be connected with the flute profile module by latch; Distance between the hole on the described flute profile module edge of a wing equates that be made as L, top flange is 1/2L to the distance between first hole, and then the hole spacing on the flute profile connection strap edge of a wing equates and is L; Described flute profile module, flute profile connection strap adopt hard material to be made.
From technique scheme as can be seen, building form provided by the invention can be regulated longitudinal length according to the engineering actual demand, to obtain required template size.Vertically the length of the two flute profile modules that connect can be regulated by the flute profile connection strap of belt length bar shaped hole, and the flute profile connection strap of belt length bar shaped hole can be realized the adjusting of random length in the certain limit; Also can regulate by certain modulus, after regulating, can guarantee that the hole on the neighbouring flute profile module edge of a wing does not misplace by the flute profile connection strap of band circular hole.The flute profile connection strap has further promoted the longitudinal rigidity of building form simultaneously.
Description of drawings:
In the following drawings, 1 is the flute profile module, and 2 is latch, 3 is the flute profile module edge of a wing, and 4 is flute profile module web, and 5 is the hole on the flute profile module edge of a wing, 6 is the form removal hole of flute profile module web, 7 is the flute profile connection strap, and 8 is the edge of a wing of flute profile connection strap, and 9 is the hole on the flute profile connection strap edge of a wing, 10 are anti-spillage die sleeve, 11 are the form removal bolt, and 12 is bolt, and 13 is the strip hole.
Fig. 1 is the building form schematic diagram that two flute profile intermodules have the flute profile connection strap vertically to connect;
Fig. 2 is another embodiment of building form that two flute profile intermodules have the flute profile connection strap vertically to connect;
Fig. 3 is a flute profile connection strap structural representation;
Fig. 4 is another embodiment of flute profile connection strap;
Fig. 5 is another embodiment of flute profile connection strap;
Fig. 6 is another embodiment of flute profile connection strap;
Fig. 7 is a flute profile modular structure schematic diagram;
Fig. 8 is that the longitudinal spliced seam crossing of two flute profile modules has anti-spillage die sleeve schematic diagram;
Fig. 9 is two flute profile modules and the vertical connection diagram of flute profile connection strap;
Figure 10 is that two flute profile modules vertically are connected another embodiment with the flute profile connection strap;
Figure 11 is that two flute profile modules vertically are connected another embodiment with the flute profile connection strap;
Figure 12 is that two flute profile modules vertically are connected another embodiment with the flute profile connection strap;
Figure 13 is the shear wall formwork structural representation;
Figure 14 is the beam forms structural representation;
Figure 15 is the slab form structural representation;
Figure 16 is the column template structural representation.
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 1～16.As shown in Figure 1, 2, a kind of building form comprises polylith flute profile module 1, connects by latch 2 between the flute profile module 1, and flute profile module 1 assembling combination connected to one another more than two forms integral mold plate.When the Building block template, flute profile connection strap 7 is inserted in two flute profile modules, 1 vertical splicing part.10 are anti-spillage die sleeve among Fig. 1,2, and Fig. 8 has anti-spillage die sleeve 10 schematic diagrames for flute profile module 1 vertical splicing part, and anti-spillage die sleeve 10 is in order to improve owing to there is the caused spillage problem of error of making in flute profile module 1.Fig. 9,10 is two kinds of different modes that flute profile connection strap 7 is inserted in two flute profile modules, 1 vertical splicing part, flute profile connection strap 7 structural representations are shown in Fig. 3,4, the flute profile connection strap has strip hole 13 on 7 edges of a wing 8, bolt 12 is passed bolt hole 5 on strip hole 13 and flute profile module 1 edge of a wing 3 on flute profile connection strap 7 edges of a wing 8, flute profile connection strap 7 is connected with flute profile module 1.Bolt 12 can be fixed on arbitrary position of strip hole 13, thereby regulates by the longitudinal length between the strip hole 13 realization flute profile modules 1.The flute profile connection strap 7 of belt length bar shaped hole 13 can be realized in the certain limit, the adjusting of 1 random length of flute profile module.
Shown in Fig. 5,6, be the flute profile connection strap 7 of the edge of a wing 8 band circular openings 9, at least three pairs of corresponding up and down holes 9 are arranged on flute profile connection strap 7 edges of a wing 8, it is fixed that hole 9 quantity can be come according to actual engineering demand.Make the hole 9 on 7 liang of edges of a wing 8 of flute profile connection strap corresponding respectively, be connected with flute profile module 1, realize that the longitudinal length between the flute profile module 1 is regulated by latch 2 according to the bolt hole on 1 liang of edge of a wing 3 of required adjusting length and flute profile module 5.
Shown in Figure 11,12, vertically connect by the flute profile connection strap 7 of being with circular opening 9 between two flute profile modules 1, flute profile connection strap 7 structural representations of band circular opening 9 are shown in Fig. 5,6, at least three pairs of corresponding up and down holes 9 are arranged on flute profile connection strap 7 edges of a wing 8, and it is fixed that hole 9 quantity can be come according to actual engineering demand.Make the hole 9 on 7 liang of edges of a wing 8 of flute profile connection strap corresponding respectively, be connected with flute profile module 1, realize that the longitudinal length between the flute profile module 1 is regulated by latch 2 according to the bolt hole on 1 liang of edge of a wing 3 of required adjusting length and flute profile module 5.
As shown in Figure 7, the distance between the hole 5 on described flute profile module 1 edge of a wing 3 equates that be made as L, 3 ends, the edge of a wing are 1/2L to the distance between first hole, and then hole 9 spacings on flute profile connection strap 7 edges of a wing 8 equate and are L.Distance between 3 holes 5 of flute profile module 1 edge of a wing equates, is for the ease of standardized production.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 half 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 Fig. 3,4, hole 9 spacings on flute profile connection strap 7 edges of a wing 8 equate with distance between 3 holes 5 of flute profile module 1 edge of a wing, be in order to guarantee by after the flute profile connection strap 7 adjusting length, hole 5 on neighbouring flute profile module 1 edge of a wing 3 does not misplace, thereby realizes the good connection of 1 of neighbouring flute profile module.
Described flute profile module 1, flute profile connection strap 7 adopt hard material to be made.The flute profile module 1, flute profile connection strap 7 rigidity that adopt hard material to make are big, and the bearing capacity height is not yielding, recyclable utilization rate height.
The object of the present invention is achieved like this, a kind of building form, this building form comprise polylith flute profile module 1.Building form is connected by latch 2 by flute profile module 1 connected to one another more than two.When the Building block template, because engineering actual demand, when the longitudinal length of integral mold plate not enough, to regulate longitudinal spliced two flute profile modules, 1 length, so flute profile connection strap 7 is inserted in two flute profile modules, 1 vertical splicing part, flute profile connection strap 7 effectively is connected with flute profile module 1 according to the hole type selecting bolt 12 or the latch 2 of flute profile connection strap 7.Make flute profile module 1 marshalling simultaneously, the hole 5 on flute profile module 1 edge of a wing 3 is corresponding mutually, and latch 2 is passed corresponding hole 5, connects two adjacent flute profile modules 1, forms the monolithic architecture template.This template can be used in the building operations of concrete beam, column, shear wall, floor.Shown in Figure 13～16.
Claims (5)
1. building form, comprise flute profile module (1), latch (2), connect by latch (2) between flute profile module (1) is horizontal, flute profile module connected to one another (1) assembling combination more than two, form integral mold plate, it is characterized in that: connect by flute profile connection strap (7) between two flute profile modules (1) are vertical, on flute profile connection strap (7) edge of a wing (8) hole is arranged, connect flute profile connection strap (7) and flute profile module (1) with bolt (12) or latch (2), and realize the adjusting of the longitudinal length between the flute profile module (1) by the diverse location that bolt (12) or latch (2) pass bolt hole (5) on flute profile module (1) edge of a wing (3) and the hole on flute profile connection strap (7) edge of a wing (8).
2. building form according to claim 1, it is characterized in that: the hole on flute profile connection strap (7) edge of a wing (8) is strip hole (13), and the strip hole (13) on two side wing edges (8) of flute profile connection strap (7) is corresponding up and down, and the diverse location of selecting strip hole (13) is realized being connected of flute profile connection strap (7) and flute profile module (1) by bolt (12).
3. building form according to claim 1, it is characterized in that: the hole on flute profile connection strap (7) edge of a wing (8) is circular opening (9), and at least three pairs of corresponding up and down circular openings (9) are arranged on the edge of a wing (8) of flute profile connection strap (7), select corresponding hole to be connected with flute profile module (1) by latch (2).
4. building form according to claim 3, it is characterized in that: the distance between the hole (4) on described flute profile module (1) edge of a wing (3) equates, be made as L, end, the edge of a wing (3) is 1/2L to the distance between first hole (4), and then hole (9) spacing on flute profile connection strap (7) edge of a wing (8) equates and is L.
5. according to claim 1 or 2 or 3 described building forms, it is characterized in that: described flute profile module (1), flute profile connection strap (7) adopt hard material to be made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102580050A CN102287047A (en) | 2011-09-02 | 2011-09-02 | Template for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011102580050A CN102287047A (en) | 2011-09-02 | 2011-09-02 | Template for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102287047A true CN102287047A (en) | 2011-12-21 |
Family
ID=45333776
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011102580050A Pending CN102287047A (en) | 2011-09-02 | 2011-09-02 | Template for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102287047A (en) |
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102998128A (en) * | 2012-10-30 | 2013-03-27 | 天津博信汽车零部件有限公司 | Slip ring anti-rotation device |
| ITMO20130081A1 (en) * | 2013-03-28 | 2014-09-29 | Teko Telecom S R L | REMOTE UNIT FOR THE DISTRIBUTION OF SIGNALS WITH RADIO FREQUENCY AND RELATIVE PROCEDURE FOR REALIZATION |
| CN104806007B (en) * | 2014-01-28 | 2017-04-26 | 深圳市特辰科技股份有限公司 | Template allowing free movement of positions of wall penetrating holes |
| CN108742974A (en) * | 2018-07-07 | 2018-11-06 | 深圳市福尔泰医疗科技有限公司 | Convex orthoses after universal spinal |
| CN109098097A (en) * | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of bridge column foot formwork for placing convenient for assembling |
| CN110761552A (en) * | 2019-11-01 | 2020-02-07 | 武汉乾威钢结构有限公司 | Telescopic steel formwork |
| CN110886483A (en) * | 2019-12-06 | 2020-03-17 | 湖南易兴建筑有限公司 | Intelligent building template and preparation method thereof |
| CN111823364A (en) * | 2020-07-10 | 2020-10-27 | 三能集成房屋股份有限公司 | General assembling die |
| CN111877062A (en) * | 2020-08-18 | 2020-11-03 | 中铁二十局集团有限公司 | Ballastless track universal template system and construction method thereof |
| CN111962858A (en) * | 2020-08-31 | 2020-11-20 | 中启胶建集团有限公司 | Positioning device for mounting wall body reinforcing steel bars and templates and construction process |
| CN113263022A (en) * | 2021-06-23 | 2021-08-17 | 中广核工程有限公司 | Underwater cleaning device for deep water gate |
| CN113863653A (en) * | 2021-09-28 | 2021-12-31 | 北京怡泰盛达技术发展有限责任公司 | Special building template and preparation method thereof |
| CN115247493A (en) * | 2021-04-26 | 2022-10-28 | 振中建设集团有限公司 | Stair integral type aluminum template and aluminum template recycling method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN1727148A (en) * | 2004-07-27 | 2006-02-01 | 邱则有 | Forming die for component in polyhedron |
| CN201635398U (en) * | 2010-04-23 | 2010-11-17 | 吴方伯 | Adjustable supporting component for supporting building template |
| CN201635399U (en) * | 2010-04-27 | 2010-11-17 | 崔世宾 | Length-adjustable auxiliary back arris for supporting mold plate |
| CN201762994U (en) * | 2010-05-07 | 2011-03-16 | 申强 | Combined formwork-supporting frame |
| CN102121308A (en) * | 2010-12-20 | 2011-07-13 | 吴方伯 | Template for buildings |
-
2011
- 2011-09-02 CN CN2011102580050A patent/CN102287047A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5863453A (en) * | 1994-12-30 | 1999-01-26 | Hardin; James W. | Form connector |
| CN1727148A (en) * | 2004-07-27 | 2006-02-01 | 邱则有 | Forming die for component in polyhedron |
| CN201635398U (en) * | 2010-04-23 | 2010-11-17 | 吴方伯 | Adjustable supporting component for supporting building template |
| CN201635399U (en) * | 2010-04-27 | 2010-11-17 | 崔世宾 | Length-adjustable auxiliary back arris for supporting mold plate |
| CN201762994U (en) * | 2010-05-07 | 2011-03-16 | 申强 | Combined formwork-supporting frame |
| CN102121308A (en) * | 2010-12-20 | 2011-07-13 | 吴方伯 | Template for buildings |
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102998128A (en) * | 2012-10-30 | 2013-03-27 | 天津博信汽车零部件有限公司 | Slip ring anti-rotation device |
| CN102998128B (en) * | 2012-10-30 | 2015-05-13 | 天津博信汽车零部件有限公司 | Slip ring anti-rotation device |
| ITMO20130081A1 (en) * | 2013-03-28 | 2014-09-29 | Teko Telecom S R L | REMOTE UNIT FOR THE DISTRIBUTION OF SIGNALS WITH RADIO FREQUENCY AND RELATIVE PROCEDURE FOR REALIZATION |
| WO2014162235A1 (en) * | 2013-03-28 | 2014-10-09 | Teko Telecom S.R.L. | Remote unit for the distribution of radio-frequency signals and related method for the manufacture thereof |
| US9807760B2 (en) | 2013-03-28 | 2017-10-31 | Teko Telecom S.R.L. | Remote unit for the distribution of radio-frequency signals and related method for the manufacture thereof |
| CN104806007B (en) * | 2014-01-28 | 2017-04-26 | 深圳市特辰科技股份有限公司 | Template allowing free movement of positions of wall penetrating holes |
| CN108742974A (en) * | 2018-07-07 | 2018-11-06 | 深圳市福尔泰医疗科技有限公司 | Convex orthoses after universal spinal |
| CN109098097A (en) * | 2018-10-19 | 2018-12-28 | 佛山科学技术学院 | A kind of bridge column foot formwork for placing convenient for assembling |
| CN110761552A (en) * | 2019-11-01 | 2020-02-07 | 武汉乾威钢结构有限公司 | Telescopic steel formwork |
| CN110886483A (en) * | 2019-12-06 | 2020-03-17 | 湖南易兴建筑有限公司 | Intelligent building template and preparation method thereof |
| CN111823364A (en) * | 2020-07-10 | 2020-10-27 | 三能集成房屋股份有限公司 | General assembling die |
| CN111877062A (en) * | 2020-08-18 | 2020-11-03 | 中铁二十局集团有限公司 | Ballastless track universal template system and construction method thereof |
| CN111962858A (en) * | 2020-08-31 | 2020-11-20 | 中启胶建集团有限公司 | Positioning device for mounting wall body reinforcing steel bars and templates and construction process |
| CN115247493A (en) * | 2021-04-26 | 2022-10-28 | 振中建设集团有限公司 | Stair integral type aluminum template and aluminum template recycling method |
| CN113263022A (en) * | 2021-06-23 | 2021-08-17 | 中广核工程有限公司 | Underwater cleaning device for deep water gate |
| CN113863653A (en) * | 2021-09-28 | 2021-12-31 | 北京怡泰盛达技术发展有限责任公司 | Special building template and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102287047A (en) | Template for building | |
| CN102071796A (en) | Template for construction | |
| CN102704672A (en) | Installation construction method for large all-steel formwork at internal corner of shear wall | |
| CN203594213U (en) | Flexible assembling and disassembling bearing truss | |
| CN205840322U (en) | Cast-in-place concrete beam template tool-type reinforcement system | |
| CN105275126A (en) | Standardized prefabricated part for nonstandard shear wall and production method of standardized prefabricated part | |
| CN103967268A (en) | Building template for aluminum frame wood-plastic plate | |
| CN102605944A (en) | Building formwork | |
| CN102061806A (en) | Building template | |
| CN106351429B (en) | A kind of Process for Heavy Support system and its construction method | |
| CN103334582B (en) | Method for installing and constructing short-leg shear wall formwork supporting system | |
| CN102071802A (en) | Template for construction | |
| CN201730330U (en) | Beam formwork for building | |
| CN209533739U (en) | A kind of energy-saving prefabricated component assembly type overlapping board mold | |
| CN102409850A (en) | Construction method for template for building | |
| CN202826017U (en) | Factory prefabricated side mold of ribbed plate steel shaped like a wild goose | |
| CN102650158A (en) | Connecting device used in casting of shear walls in upper and lower layers | |
| CN203007848U (en) | T beam middle transverse diaphragm casting tooling | |
| CN102359265A (en) | Building template | |
| CN102121308A (en) | Template for buildings | |
| CN102155095A (en) | Arranging method of concrete reinforcements of steel rib of large-scale metallurgical workshop | |
| CN102418415B (en) | Short-slab-span cast-in-situ beam ribbed floor early-dismantling template formwork system | |
| CN203420470U (en) | Installation construction structure of short-limb shear-wall formwork supporting system | |
| CN202299426U (en) | Back shoring and counter bracing mechanism for formwork erection of building deformation joint | |
| CN102116082B (en) | Moulding board for building purposes |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20111221 |