CN204059950U - A kind of building wall form structure - Google Patents
A kind of building wall form structure Download PDFInfo
- Publication number
- CN204059950U CN204059950U CN201420488285.3U CN201420488285U CN204059950U CN 204059950 U CN204059950 U CN 204059950U CN 201420488285 U CN201420488285 U CN 201420488285U CN 204059950 U CN204059950 U CN 204059950U
- Authority
- CN
- China
- Prior art keywords
- outer frame
- building wall
- interior side
- keelson
- side mold
- 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.)
- Expired - Lifetime
Links
- 238000010276 construction Methods 0.000 claims abstract description 22
- 238000003491 array Methods 0.000 claims abstract description 7
- 229910052751 metal Inorganic materials 0.000 claims description 27
- 239000002184 metal Substances 0.000 claims description 27
- 229920003023 plastic Polymers 0.000 claims description 21
- 239000004033 plastic Substances 0.000 claims description 21
- 210000000988 bone and bone Anatomy 0.000 claims description 6
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 230000007306 turnover Effects 0.000 abstract description 9
- 238000005266 casting Methods 0.000 abstract description 3
- 239000000203 mixture Substances 0.000 abstract description 2
- 230000006872 improvement Effects 0.000 description 7
- 238000009415 formwork Methods 0.000 description 6
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 239000000463 material Substances 0.000 description 4
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000002253 acid Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 238000007598 dipping method Methods 0.000 description 2
- 230000007613 environmental effect Effects 0.000 description 2
- 239000003292 glue Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000002994 raw material Substances 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a kind of building wall form structure, comprise some unit templates, polylith unit template close-packed arrays forms interior side form, outer side mold and the end mould of pouring into a mould construction wall, interior side form, outer side mold and end mould form cast inner chamber, interior side form and outer side mold respectively just to the keelson and the outer keel that are provided with multiple tracks and are connected each unit template, are provided with the connector through cast inner chamber at the lateral surface relative with cast inner chamber between outer keel and keelson.When using assembling, polylith unit template is fixedly connected with to form interior side form and outer side mold with outer keel respectively by keelson, the cast inner chamber of interior side form, outer side mold and end mould composition cast construction wall, the concrete cast of construction wall can be completed further, when casting complete and after concrete strength reaches designing requirement, unit template can be removed in early days and circulation turnover utilizes.This structural-load-carrying capacity is strong, and difficulty of construction is little, convenient to use, loss is little, the number of turnover is high, cost is low, safety is good.
Description
Technical field
The utility model is used for the realm of building construction, particularly relates to a kind of building wall form structure.
Background technology
Traditional construction formwork type has wooden form, bamboo glue pattern plate, steel form and aluminum dipping form system.Wherein, wooden form and bamboo glue pattern plate efficiency of construction low, concrete surface quality is coarse, and the number of turnover is not greatly about 3 ~ 5 times, and recyclable, water suction mutability, corrosion-resistant, acidproof, alkaline-resisting, wear no resistance.Although steel form and the revolving and recuperability of aluminum dipping form system better, the weight restriction due to self makes construction convenience poor, and cost is higher.
Traditional template adopts loose loosely to tear this most frequently used construction method open substantially, and template bottom surface secondary joist adopts flitch or fastener for connection to arrange temporarily, and primary and secondary skeletal frame is all on-the-spot loose spelling in bulk, and its labour intensity assembled that carry out this class template is large, the number of components is many.And the primary and secondary skeletal frame of this class template is in arrangement process, before unfixing, easily from landing support, there is the potential safety hazard of high-altitude junk.
Present country is just wideling popularize the recycling of waste or used plastics, has occurred a lot of novel plastic formwork in the market.Plastic formwork material source extensively, safety and environmental protection, shock-resistant, wear-resistant, good toughness, good stability, acid and alkali-resistance, corrosion-resistant, water resistance is good, non-hygroscopic, do not go mouldy, and have good workability, assembled convenience, the easy demoulding, turnover rate are high, do not absorb water inside template, and concrete late maintaining is good, concrete strength easily ensures, form removal is effective, without pitted skin.Due to the many advantages of plastic formwork, raw material sources is extensive in addition, and be the field that national industrial policies emphasis is supported, future has a extensive future.They mainly adopt plastics as making material, its making raw material can reclaim and obtain from waste or used plastics, such cost relatively reduces many, but due to the material capability of plastics itself, plasticity is comparatively strong, is out of shape relatively large, still there is the defect of formwork integral strength and stiffness deficiency, and use procedure loss is large, the problem that cost is high.
Utility model content
For solving the problem, the utility model provides a kind of supporting capacity strong, and difficulty of construction is little, convenient to use, loss is little, the number of turnover is high, cost is low, safety is good, the building wall form structure that concrete surface quality is high.
The utility model solves the technical scheme that its technical problem adopts: a kind of building wall form structure, comprise some unit templates, unit template close-packed arrays described in polylith forms interior side form, outer side mold and the end mould of pouring into a mould construction wall, described interior side form, outer side mold and end mould form cast inner chamber, described interior side form and outer side mold respectively just to the keelson and the outer keel that are provided with multiple tracks and are connected each unit template, are provided with the connection securing member through described cast inner chamber at the lateral surface relative with described cast inner chamber between described outer keel and keelson.
Be further used as the improvement of technical solutions of the utility model, described unit template comprises metal outer frame and is contained in the plastic plate of described metal outer frame front side surface, the draw-in groove with described plastic plate uniform thickness is provided with around edge in the front side surface of described metal outer frame, described plastic plate is fastening to be inlaid in described draw-in groove, described metal outer frame is also provided with some connector installing holes.
Be further used as the improvement of technical solutions of the utility model, the connector being fastenedly connected two unit templates is provided with through described connector installing hole, described connector comprises latch and can pass described connector installing hole and at one end form the joint pin pushing up cap, and described joint pin is provided with the pin-and-hole passed for described latch.
Be further used as the improvement of technical solutions of the utility model, described metal outer frame is provided with some ribs in the inner side of plastic plate.
Be further used as the improvement of technical solutions of the utility model, described metal outer frame is rectangle frame, described metal outer frame and ribs are articles made of aluminium alloy, and the outer surface around described metal outer frame is provided with multiple tracks groove, form the fin around metal outer frame outer surface described in every two between groove.
Be further used as the improvement of technical solutions of the utility model, close-packed arrays is to form interior side form and outer side mold successively along the horizontal direction of construction wall for each described unit template, and described keelson and outer keel are horizontally disposed with perpendicular to the side end face of each unit template.
Be further used as the improvement of technical solutions of the utility model, described keelson and outer keel include about the two parallel single bones arranged, form the interval passed for described connection securing member described in two between single bone, described connection securing member comprises studs and is positioned at the nut at described studs two ends.
Be further used as the improvement of technical solutions of the utility model, the described inner side of interior side form and/or the outside of outer side mold are provided with diagonal brace.
The beneficial effects of the utility model: when this building wall form structure uses and assembles, polylith unit template is fixedly connected with to form interior side form and outer side mold with outer keel respectively by keelson, the cast inner chamber of interior side form, outer side mold and end mould composition cast construction wall, the concrete cast of construction wall can be completed further, when casting complete and after concrete strength reaches designing requirement, unit template can be removed in early days and circulation turnover utilizes.This structural-load-carrying capacity is strong, and difficulty of construction is little, convenient to use, loss is little, the number of turnover is high, cost is low, safety is good.
In addition, the unit template that the utility model adopts aluminum metal outer frame to be combined with plastic plate, while meeting overall construction intensity, can be good in conjunction with plastic plate wide material sources, safety and environmental protection, shock-resistant, wear-resistant, good toughness, good stability, acid and alkali-resistance, corrosion-resistant, water resistance is good, non-hygroscopic, do not go mouldy, and have good workability, assembled convenience, the easy demoulding, turnover rate are high, do not absorb water inside template, concrete late maintaining is good, concrete strength easily ensures, form removal is effective, without advantages such as pitted skins, future has a extensive future.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is the utility model embodiment overall structure longitdinal cross-section diagram;
Fig. 2 is the utility model embodiment overall structure front view;
Fig. 3 is the utility model embodiment overall structure top view;
Fig. 4 is the utility model embodiment unit template structural representation.
Detailed description of the invention
Referring to figs. 1 through Fig. 4, the utility model provides a kind of building wall form structure, comprise some unit templates 1, unit template 1 close-packed arrays described in polylith forms interior side form 2, the outer side mold 3 of cast construction wall 10 and holds mould 4, described interior side form 2, outer side mold 3 and end mould 4 form cast inner chamber, described interior side form 2 and outer side mold 3 respectively just to the keelson 5 and the outer keel 6 that are provided with multiple tracks and are connected each unit template 1, are provided with the connection securing member 7 through described cast inner chamber at the lateral surface relative with described cast inner chamber between described outer keel 6 and keelson 5.Described keelson 5 and outer keel 6 include about the two parallel single bones arranged, the interval passed for described connection securing member 7 is formed between single bone described in two, described connection securing member 7 comprises studs and is positioned at the nut at described studs two ends, can be adjusted the width pouring into a mould inner chamber between interior side form 2, outer side mold 3 by the distance on studs between two nuts flexibly.The inner side of described interior side form 2 and/or the outside of outer side mold 3 are provided with diagonal brace 8, to ensure the stability of whole formwork structure.
As preferably, in the present embodiment, close-packed arrays is to form interior side form 2 and outer side mold 3 successively along the horizontal direction of construction wall for each described unit template 1, and described keelson 5 and outer keel 6 are horizontally disposed with perpendicular to the side end face of each unit template 1.
Wherein, described unit template 1 comprises metal outer frame 11 and is contained in the plastic plate 12 of described metal outer frame 11 front side surface, the draw-in groove 13 with described plastic plate 12 uniform thickness is provided with around edge in the front side surface of described metal outer frame 11, described plastic plate 12 is fastening to be inlaid in described draw-in groove 13, and described metal outer frame 11 is also provided with some connector installing holes 14.The connector being fastenedly connected two unit templates 1 is provided with through described connector installing hole 14, described connector comprises latch and can pass described connector installing hole 14 and at one end form the joint pin pushing up cap, and described joint pin is provided with the pin-and-hole passed for described latch.
Meanwhile, described metal outer frame 11 is provided with some ribs 15 in the inner side of plastic plate 12.Described metal outer frame 11 is rectangle frame, and described metal outer frame 11 and ribs 15 are articles made of aluminium alloy, and the outer surface around described metal outer frame 11 is provided with multiple tracks groove 16, forms the fin 17 around metal outer frame 11 outer surface described in every two between groove 16.
When this building wall form structure uses and assembles, polylith unit template 1 is fixedly connected with to form interior side form 2 and outer side mold 3 with outer keel 6 respectively by keelson 5, interior side form 2, outer side mold 3 and end mould 4 form the cast inner chamber of cast construction wall 10, the concrete cast of construction wall 10 can be completed further, when casting complete and after concrete strength reaches designing requirement, unit template 1 can be removed in early days and circulation turnover utilizes.This structural-load-carrying capacity is strong, and difficulty of construction is little, convenient to use, loss is little, cost is low, safety is good.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and these equivalent modification or replacement are all included in the application's claim limited range.
Claims (8)
1. a building wall form structure, it is characterized in that: comprise some unit templates, unit template close-packed arrays described in polylith forms interior side form, outer side mold and the end mould of pouring into a mould construction wall, described interior side form, outer side mold and end mould form cast inner chamber, described interior side form and outer side mold respectively just to the keelson and the outer keel that are provided with multiple tracks and are connected each unit template, are provided with the connection securing member through described cast inner chamber at the lateral surface relative with described cast inner chamber between described outer keel and keelson.
2. building wall form structure according to claim 1, it is characterized in that: described unit template comprises metal outer frame and is contained in the plastic plate of described metal outer frame front side surface, the draw-in groove with described plastic plate uniform thickness is provided with around edge in the front side surface of described metal outer frame, described plastic plate is fastening to be inlaid in described draw-in groove, described metal outer frame is also provided with some connector installing holes.
3. building wall form structure according to claim 2, it is characterized in that: be provided with through described connector installing hole the connector being fastenedly connected two unit templates, described connector comprises latch and can pass described connector installing hole and at one end form the joint pin pushing up cap, and described joint pin is provided with the pin-and-hole passed for described latch.
4. the building wall form structure according to Claims 2 or 3, is characterized in that: described metal outer frame is provided with some ribs in the inner side of plastic plate.
5. building wall form structure according to claim 4, it is characterized in that: described metal outer frame is rectangle frame, described metal outer frame and ribs are articles made of aluminium alloy, outer surface around described metal outer frame is provided with multiple tracks groove, forms the fin around metal outer frame outer surface described in every two between groove.
6. building wall form structure according to claim 5, it is characterized in that: close-packed arrays is to form interior side form and outer side mold successively along the horizontal direction of construction wall for each described unit template, and described keelson and outer keel are horizontally disposed with perpendicular to the side end face of each unit template.
7. building wall form structure according to claim 6, it is characterized in that: described keelson and outer keel include about the two parallel single bones arranged, form the interval passed for described connection securing member described in two between single bone, described connection securing member comprises studs and is positioned at the nut at described studs two ends.
8. the building wall form structure according to claim 1,2 or 3, is characterized in that: the described inner side of interior side form and/or the outside of outer side mold are provided with diagonal brace.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420488285.3U CN204059950U (en) | 2014-08-27 | 2014-08-27 | A kind of building wall form structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420488285.3U CN204059950U (en) | 2014-08-27 | 2014-08-27 | A kind of building wall form structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204059950U true CN204059950U (en) | 2014-12-31 |
Family
ID=52201493
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420488285.3U Expired - Lifetime CN204059950U (en) | 2014-08-27 | 2014-08-27 | A kind of building wall form structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204059950U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105291253A (en) * | 2015-09-16 | 2016-02-03 | 中国葛洲坝集团第二工程有限公司 | Method for simply and rapidly mounting and demounting side moulds and end moulds of diaphragm plates of T-beam |
| CN106401169A (en) * | 2016-11-10 | 2017-02-15 | 湖北森峰铝模科技有限公司 | Aluminum alloy template assembling system for building |
-
2014
- 2014-08-27 CN CN201420488285.3U patent/CN204059950U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105291253A (en) * | 2015-09-16 | 2016-02-03 | 中国葛洲坝集团第二工程有限公司 | Method for simply and rapidly mounting and demounting side moulds and end moulds of diaphragm plates of T-beam |
| CN106401169A (en) * | 2016-11-10 | 2017-02-15 | 湖北森峰铝模科技有限公司 | Aluminum alloy template assembling system for building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141231 |