CN204024051U - The assembled column template of a kind of high-strength die mould of gradual change undergauge - Google Patents
The assembled column template of a kind of high-strength die mould of gradual change undergauge Download PDFInfo
- Publication number
- CN204024051U CN204024051U CN201420473529.0U CN201420473529U CN204024051U CN 204024051 U CN204024051 U CN 204024051U CN 201420473529 U CN201420473529 U CN 201420473529U CN 204024051 U CN204024051 U CN 204024051U
- Authority
- CN
- China
- Prior art keywords
- steel band
- curved surface
- composite board
- gradual change
- surface composite
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the assembled column template of the high-strength die mould of a kind of gradual change undergauge, comprise match with outer surface of column two-sided attached and mould curved surface composite board (1), be bundled in described two-sided attached curved surface composite board of moulding outward by the two-sided attached steel band anchor ear (2) moulded curved surface composite board and tightly wale, steel band anchor ear (2) is provided with can the fastener of free adjustment steel band elasticity, and steel band anchor ear length can be determined with wanted fastening multiple-plate girth.The utility model assembling loan at call is quick, conveniently deposits, improves speed and the quality of model sheetinstallat.
Description
Technical field
The utility model relates to a kind of column template construction technology, particularly the assembled column template of the high-strength die mould of a kind of gradual change undergauge.
Background technology
The template type selecting of usual rectangular configuration concrete frame trestle is the materials such as punching block, glass punching block, Mold for Plastics, wooden model, and these materials are more to the construction of conventional concrete frame column, but, by finding several template type selecting contrast, the place of equal Shortcomings:
Traditional punching block belongs to construction formwork capable of circulation, and template turnover access times are relatively many, but punching block deadweight is too large, and the spelling of punching block is usual must need the vertical hoisting tools such as tower crane and a large amount of work personnel to coordinate spelling, larger to the consumption rate of manpower, material power; And the multiplication strains of punching block is also extremely important, the length size modulus of punching block requires stricter to story height, once the modulus requirement for height of punching block can not meet on-the-spot actual demand, local directed complete set must be carried out by wooden model, affect concreting presentation quality; Have the financial cost of punching block higher again, punching block cost is generally the 4-5 of wooden model doubly, and economic benefit is undesirable.
Traditional glass steel formwork belongs to novel Flexible formwork assembly material, but the scope of application compares limitation, be usually only applicable to the structure such as arc, circle, because template material is flexible material, therefore very high to the precision prescribed of construction, easily there is the situation of the uneven mould that rises; And economical cost is large, is not suitable for large area template construction.
Mold for Plastics belongs to the higher material of a kind of plasticity, but template strength and fragility have much room for improvement, and is unfavorable for execution control.
Wooden model is a kind of commonplace template material, and scope applicatory is relatively wider, and overall cost is also relatively cheap.But wooden model belongs to running stores, the number of turnover is fewer, in the work progress of template, reduces speed of application, waste of manpower and material resources; During for abnormally-structured and difficulty of construction is larger concrete structure, wooden model seems somewhat unable to do what one wishes, does not reach the requirement of design effect, affects the inspection to Surface Quality of Concrete and examination.
Utility model content
For problem above, the utility model provides the assembled column template of the high-strength die mould of a kind of gradual change undergauge, solves conventional template waste to material, time and manpower in processing and installation.
Solution of the present utility model is: the assembled column template of the high-strength die mould of a kind of gradual change undergauge, comprise match with outer surface of column two-sided attached and mould curved surface composite board, also comprise and be bundled in described two-sided attached curved surface composite board of moulding outward by the two-sided attached steel band anchor ear moulded curved surface composite board and tightly wale, steel band anchor ear is provided with can the fastener of free adjustment steel band elasticity, and steel band anchor ear length can be determined with wanted fastening multiple-plate girth.
Further, described two-sided attached curved surface composite board of moulding is processed by shaper high-temperature baking.
It is further, described that two-sided attached to mould curved surface composite board 12mm thick.
Further, the fastener of described adjustment steel band elasticity is steel band bolt.
Further, described steel band is that 50mm is wide, the thick band steel of 4mm.
Further, describedly two-sidedly attachedly the seaming that both sides that curved surface composite board adjoins each other when mounted are provided with occlusion is mutually moulded.
Beneficial effect: the utility model have selected the composite board material the same with wooden model in selection, has accomplished that in economic benefit cost is minimum; Accomplished with the consistent assembling technique of punching block in construction technology, and material is from heavy and light, installation speed is fast, only just can installation by several labour in installation, saves the input of equipment and labour; Due to the assembled formwork that the high-strength die mould template of finished product is sizing processing, also fabulous effect is had in the inspection and examination of Surface Quality of Concrete, decrease the limitation of traditional punching block, glass punching block, Mold for Plastics, wooden model construction operation, assembling loan at call is quick, conveniently deposit, effectively raise speed and the quality of model sheetinstallat, substantially increase construction speed, the template construction of any concrete structure can be widely used in.
Accompanying drawing explanation
Fig. 1 is the stereogram of the assembled column template of the high-strength die mould of gradual change undergauge;
Fig. 2 is adjacent two pieces and two-sidedly attachedly moulds curved surface composite board seaming occlusion figure;
Fig. 3 is the assembled column template front view of the high-strength die mould of gradual change undergauge;
Fig. 4 is the assembled column template lateral view of the high-strength die mould of gradual change undergauge;
In figure, 1-is two-sided attachedly moulds curved surface composite board; 11-seaming; 2-steel band anchor ear; 21-steel band bolt; 3-scaffold; 31-cross bar; The little cross bar of 32-.
Detailed description of the invention
Below in conjunction with accompanying drawing 1-accompanying drawing 4, detailed description of the invention of the present utility model is described.
The assembled column template of the high-strength die mould of gradual change undergauge of the present utility model comprises match with outer surface of column two-sided attached and moulds curved surface composite board 1, also comprise and be bundled in described two-sided attached curved surface composite board of moulding outward by the two-sided attached steel band anchor ear 2 moulded curved surface composite board and tightly wale, steel band anchor ear is provided with can the fastener of free adjustment steel band elasticity, and steel band anchor ear 2 length steel band length can be carried out actual processing according to concrete structure surface and be determined.After the colligation of all reinforcing bar operations completes, carry out the assembling construction of template.Two-sided attached curved surface composite board 1 of moulding is processed by shaper high-temperature baking, and two-sided attached to mould curved surface composite board 12mm thick.The fastener regulating steel band elasticity is steel band bolt 21.Steel band is that 50mm is wide, the thick band steel of 4mm.Two-sidedly attachedly mould the seaming 11 that both sides that curved surface composite board adjoins each other when mounted are provided with occlusion mutually, assembledly to construct by seaming is closely sealed.
The assembling and construction method of the assembled column template of the high-strength die mould of a kind of gradual change undergauge of the present utility model, comprises the steps:
The first step, according to the requirement of plan, carries out baking bending machining by common composite board at die material;
Second step, sets up steel pipe full hall scaffold 3 around post, scaffold had both been made construction operation platform and used, and was used as again the bracing frame of support and fixed leg template.
3rd step, arranges positioning cross reinforcing bar respectively at pillar root, middle part and tip position, is used for guaranteeing the reinforcement cover of concrete column.
4th step, is lifted into reservation position according to design number by two-sided attached curved surface composite board 1 of moulding.
5th step, is undertaken assembled in advance by two-sided attached curved surface composite board 1 of moulding in order, in advance assembled meet the requirements after carry out formally assembled.
6th step, attached to mould curved surface composite board 1 assembled closed by two-sided in order, wale with steel band anchor ear 2, then tighten bolt 21 on steel band anchor ear and attachedly mould curved surface composite board banding by two-sided, bolt adopts special steel strip screw bolt reinforcing, aim at bolt hole and tighten interface bolt one by one, steel band anchor ear spacing is 250mm.Suspension column mortar shutoff.During installation, template wants arranged in dislocation, first carries out closing up closed with steel wire, then reinforces with steel band anchor ear.
7th step, attachedly moulds the multiple-plate arranged outside fixed transverse rod of curved surface column section surrounding is two-sided, on the cross bar 31 little cross bar 32 being fixed to scaffold and accurately location.
8th step, positions it after model sheetinstallat completes and checks.
Two-sidedly attachedly mould after curved surface composite board closes up reinforcing, 5-10mm distance is left on multiple-plate bottom and ground, and uses concrete joint filling.
Claims (6)
1. the assembled column template of the high-strength die mould of gradual change undergauge, it is characterized in that, comprise match with outer surface of column two-sided attached and mould curved surface composite board (1), also comprise and be bundled in described two-sided attached curved surface composite board of moulding outward by the two-sided attached steel band anchor ear (2) moulded curved surface composite board and tightly wale, steel band anchor ear (2) is provided with can the fastener of free adjustment steel band elasticity, and steel band anchor ear length can be determined with wanted fastening multiple-plate girth.
2. the assembled column template of the high-strength die mould of a kind of gradual change undergauge according to claim 1, is characterized in that, described two-sided attached curved surface composite board of moulding is processed by shaper high-temperature baking.
3. the assembled column template of the high-strength die mould of a kind of gradual change undergauge according to claim 2, is characterized in that, described two-sided attached to mould curved surface composite board 12mm thick.
4. the assembled column template of the high-strength die mould of a kind of gradual change undergauge according to claim 1, is characterized in that, the fastener of described adjustment steel band elasticity is steel band bolt.
5. the assembled column template of the high-strength die mould of a kind of gradual change undergauge according to claim 1, is characterized in that, described steel band is that 50mm is wide, the thick band steel of 4mm.
6. the assembled column template of the high-strength die mould of a kind of gradual change undergauge according to claim 1, is characterized in that, describedly two-sidedly attachedly moulds the seaming (11) that both sides that curved surface composite board adjoins each other when mounted are provided with occlusion mutually.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420473529.0U CN204024051U (en) | 2014-08-21 | 2014-08-21 | The assembled column template of a kind of high-strength die mould of gradual change undergauge |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420473529.0U CN204024051U (en) | 2014-08-21 | 2014-08-21 | The assembled column template of a kind of high-strength die mould of gradual change undergauge |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204024051U true CN204024051U (en) | 2014-12-17 |
Family
ID=52063936
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420473529.0U Withdrawn - After Issue CN204024051U (en) | 2014-08-21 | 2014-08-21 | The assembled column template of a kind of high-strength die mould of gradual change undergauge |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204024051U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153572A (en) * | 2014-08-21 | 2014-11-19 | 北京建工一建工程建设有限公司 | Gradually-reduced high-strength compression assembled column formwork and assembling construction method of gradually-reduced high-strength compression assembled column formwork |
-
2014
- 2014-08-21 CN CN201420473529.0U patent/CN204024051U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104153572A (en) * | 2014-08-21 | 2014-11-19 | 北京建工一建工程建设有限公司 | Gradually-reduced high-strength compression assembled column formwork and assembling construction method of gradually-reduced high-strength compression assembled column formwork |
| CN104153572B (en) * | 2014-08-21 | 2016-08-24 | 北京建工一建工程建设有限公司 | A kind of gradual change undergauge high-strength die mould assembly column template and assembling and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204262644U (en) | Steel reinforcement cage welding jig | |
| CN108104277A (en) | A kind of free form surface spatial mesh structure piecemeal accumulates lifting construction method | |
| CN204418662U (en) | A kind of building vertical structure typified form negative and positive angle bracing means | |
| CN203334680U (en) | Upper reversed beam lifting mold for concrete pouring | |
| CN205907855U (en) | Steel pipe board combination steel sheet shear force wall | |
| CN204456428U (en) | A kind of entirety being installed on composite wallboard is waftd window | |
| CN202706553U (en) | Shear wall small opening template bolt reinforcing part | |
| CN204024051U (en) | The assembled column template of a kind of high-strength die mould of gradual change undergauge | |
| CN207048312U (en) | Tool-type post formwork for Large area reinforced concrete post | |
| CN104153572B (en) | A kind of gradual change undergauge high-strength die mould assembly column template and assembling and construction method thereof | |
| CN202658765U (en) | Keel framework concrete anti-crack filling wall | |
| CN204800838U (en) | A built -up plate for parapet production | |
| CN204311746U (en) | A kind of concrete frame column template fastener | |
| CN208197158U (en) | A kind of reinforcing bar tire suspender of precast segment box beam | |
| CN206690311U (en) | Mold for tie with reinforcing bar | |
| CN206174482U (en) | Outsourcing concrete ring beam reinforcing bar integral erection device of no bracket steel -pipe column | |
| CN204609298U (en) | Turnover plate type entirety hangs sky stair template | |
| CN201512946U (en) | Barrel storeroom sliding form system structure | |
| CN203755666U (en) | Finished grade beam binding mold | |
| CN203891215U (en) | Beam end partially restrained H-section steel frame joint | |
| CN209179325U (en) | A kind of wall column vertical reinforcement binding connection structure | |
| CN206034905U (en) | Board combination design mould falls in bathroom | |
| WO2016127275A1 (en) | Multi-purpose combined formwork | |
| CN203569693U (en) | Pre-buried iron part with steel ties arranged on concrete structure | |
| CN207003720U (en) | A kind of assembled integral concrete shear force wall attachment structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20141217 Effective date of abandoning: 20160824 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |