CN203129626U - Early-removal supporting device for beam template - Google Patents
Early-removal supporting device for beam template Download PDFInfo
- Publication number
- CN203129626U CN203129626U CN 201320197120 CN201320197120U CN203129626U CN 203129626 U CN203129626 U CN 203129626U CN 201320197120 CN201320197120 CN 201320197120 CN 201320197120 U CN201320197120 U CN 201320197120U CN 203129626 U CN203129626 U CN 203129626U
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- support
- template
- bracing
- operating mode
- early
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Abstract
The utility model discloses an early-removal supporting device for a beam template. The device is applied to the early-removal support of a concrete template and comprises a supporting upright column, a template supporting top plate, a template support pallet and a supporting work condition locator, wherein the supporting upright column comprises a supporting portion, a threaded portion and a fixing portion; the template supporting top plate is fixed at the fixing portion of the supporting upright column; the template support pallet is movably connected to the supporting upright column; a space for fixing the concrete template is formed between the template supporting top plate and the template support pallet; and the supporting work condition locator is sleeved and ferruled on the supporting upright column and moves upwards/downwards on the threaded portion through rotating. The novel early-removal supporting device disclosed by the utility model is an instrumental early-removal device which is applied to aluminum alloy template engineering, has the advantages of light weight, high strength, simplicity in construction and manufacture, simplicity in mounting and dismounting, few working procedures, labor saving and high template turnover efficiency, and meets early-removal conditions.
Description
Technical field
The utility model relates to building engineering field, relates in particular to a kind of beam forms and early tears bracing or strutting arrangement open.
Background technology
The time of building operations in whole building life is very short, but its influence to environment is very big, and the consumption of resource and the energy is also concentrated very much.Call for the green construction that responds the Ministry of Construction, in the product of reality uses, realize the repeatability utilization of more times number as far as possible.Early-dismantling formwork system is the support system that comprises scaffold and template of building for concrete, concrete steel building or structure, the soffit formwork that it is combined to form casting beams or plate by top board and concrete beam, the template die plate of support column.When the concrete curing of beam or plate to a certain degree the time, realize dismounting to template by early tearing mechanism open, can remove fully when casting beams or plate continue to support to the concrete strength of regulation and stipulation by the top board of support column.The template of early tearing open to shorten or to shift to an earlier date the duration, improves construction labor productivity for changeing layer or transition, can reduce template simultaneously and drop into quantity, the reduction construction cost.
In the prior art, have tear braced structures open multiple morning, still, tear the composition complex structure of braced structures existing morning open, installation procedure is many, and is high to constructor's technical ability requirement.In actual implementation process, how to realize dismounting that part is early torn open support member simply and easily, and can keep the concrete roof that does not reach the form removal condition is fully effectively supported, become the difficult point of tearing open morning in the work progress.
Therefore, prior art has yet to be improved and developed.
The utility model content
In view of above-mentioned the deficiencies in the prior art, the purpose of this utility model is to provide a kind of beam forms early to tear bracing or strutting arrangement open, is intended to solve problems such as complex structure, the installing/dismounting operation of tearing the bracing or strutting arrangement existence open existing morning are loaded down with trivial details.
The technical solution of the utility model is as follows:
A kind of beam forms is early torn bracing or strutting arrangement open, and tear support the morning that is used for concrete blinding open, and wherein, described beam forms is early torn bracing or strutting arrangement open and comprised support post, the template roof supporting, and template supports supporting plate, and, support the operating mode locator;
Described support post comprises three parts, and one for the support portion of accepting described template roof supporting, and one is used to described template to support the threaded portion that supporting plate provides sliding rail, and one is used for the fixing fixed part of tearing bracing or strutting arrangement described morning open; Described support portion, threaded portion from top to bottom are connected successively with fixed part; Surface, described threaded portion is provided with screw thread;
Described template roof supporting is used for the support cast-in-situ concrete beam, is fixed in the fixed part on described support post top; First sleeve that described template roof supporting comprises for the top board of support cast-in-situ concrete beam and is used for fixedlying connected with the support portion of described support post, described first sleeve extend setting from the one side of described top board and form; The support portion of described first sleeve and described support post is suitable; Described top board is rectangle;
Described template supports supporting plate and is used for the support concrete blinding, is movably connected on the described support post; Described template roof supporting and described template support the space that is formed for the fixing concrete template between the supporting plate; Described template supports supporting plate and comprises that described second sleeve is arranged at described going up between support face and the following support face with the last support face of described concrete blinding contact, with the following support face of described support operating mode locator contact and for second sleeve that is connected support face and following support face; The movable cuff of described second sleeve is on described threaded portion; The described support face of going up is set to rectangle;
Described support operating mode locator is used for regulating described template and supports the position of supporting plate on described threaded portion, is provided with the internal thread suitable with described threaded portion thread surface, and cuff moves up and down by being rotated on the described threaded portion on described support post.
Described beam forms is early torn bracing or strutting arrangement open, and wherein, described support post comprises that also one is used for spacing form removal operating mode stop, and described form removal operating mode stop is arranged between described threaded portion and the fixed part.
Described beam forms is early torn bracing or strutting arrangement open, and wherein, described support post is provided with one and is used for the support operating mode stop that auxiliary fixing described template supports supporting plate;
Described support operating mode stop is a latch, and correspondence is provided with pin hole on the described support post.
Described beam forms is early torn bracing or strutting arrangement open, and wherein, described latch is high-strength steel latch.
Described beam forms is early torn bracing or strutting arrangement open, wherein, described support operating mode locator be one with the suitable sleeve of described support post, the external surface of described support operating mode locator is provided with spanner portion.
Described beam forms is early torn bracing or strutting arrangement open, and wherein, the spanner portion on described support operating mode locator surface is set to centrosymmetric two spanners, and described two planes, spanner place and plane, described support operating mode locator top are 15 ° of angles.
Described beam forms is early torn bracing or strutting arrangement open, and wherein, described second sleeve is circular sleeve, and described support face down is circular; Described upward support face is provided with the Template Location hole for the fixing concrete template, and described Template Location hole is arranged on described going up on the relative both direction of support face.
Described beam forms is early torn bracing or strutting arrangement open, wherein, is provided with reinforcing rib between support face and the following support face on described.
Described beam forms is early torn bracing or strutting arrangement open, and wherein, described first sleeve adopts the mode that is threaded to be fixed on the described support portion.
Described beam forms is early torn bracing or strutting arrangement open, and wherein, described support post, template roof supporting, template support supporting plate, support operating mode locator is made by aluminium alloys.
Beneficial effect: a kind of novel beam forms provided by the utility model is early torn bracing or strutting arrangement open, be form work engineering, especially for the aluminium alloys form work engineering provide a kind of in light weight, intensity is high, structure and make simple, install and remove simple, few, the diligent province of operation, template week transfer efficient height, satisfy the tool-type early-dismantling device of demolition part early.
Description of drawings
The perspective view that Fig. 1 early tears bracing or strutting arrangement open for a kind of beam forms of the utility model.
The cross-sectional view that Fig. 2 early tears bracing or strutting arrangement open for a kind of beam forms of the utility model.
Fig. 3 early tears the structural representation of support post in the bracing or strutting arrangement open for a kind of beam forms of the utility model.
Fig. 4 early tears the structural representation of template roof supporting in the bracing or strutting arrangement open for a kind of beam forms of the utility model.
Fig. 5 early tears the structural representation of template support supporting plate in the bracing or strutting arrangement open for a kind of beam forms of the utility model.
Fig. 6 early tears the plan structure schematic diagram of bracing or strutting arrangement open for a kind of beam forms of the utility model.
The specific embodiment
The utility model provides a kind of beam forms early to tear bracing or strutting arrangement open, and is clearer, clear and definite for making the purpose of this utility model, technical scheme and effect, below the utility model further described.Should be appreciated that specific embodiment described herein only in order to explaining the utility model, and be not used in restriction the utility model.
It is to tear mechanism open a kind of morning based on the aluminium alloys template system that beam forms provided by the utility model is early torn bracing or strutting arrangement open, and in conjunction with illustrated in figures 1 and 2, its building block comprises support post 1, template roof supporting 2, template supports supporting plate 3, and, support operating mode locator 4;
Described support post 1 comprises three parts, as shown in Figure 3, a support portion 11, that is used for accepting described template roof supporting 2 is used to described template to support the threaded portion 12 that supporting plate 3 provides sliding rail, and one is used for the fixing fixed part 13 of tearing bracing or strutting arrangement described morning open; Described support portion 11, threaded portion 12 from top to bottom are connected successively continuously with fixed part 13; 12 surfaces, described threaded portion are provided with screw thread;
Described template roof supporting 2 is used for the support cast-in-situ concrete beam, is fixed in the fixed part 13 on described support post 1 top; Described template roof supporting 2 supports are in the corresponding support zone of cast-in-situ concrete beam;
Described template supports supporting plate 3 and is used for the support concrete blinding, and cuff is movably connected on the described threaded portion 12 on described support post 1, can move up and down in described threaded portion 12; Described template roof supporting 2 and described template support the space that is formed for the fixing concrete template between the supporting plate 3;
Described support operating mode locator 4 is used for regulating described template and supports the position of supporting plate 3 on described threaded portion 12, be provided with the internal thread suitable with described threaded portion 12 thread surfaces, cuff can move up and down in described threaded portion 12 by rotation on described support post 1.
Particularly, described support post 1 is to be processed by rods and bars of aluminium alloy, and the external screw thread of described threaded portion 12 is formed by the car silk.On the described support post 1 in order to prevent that described template from supporting supporting plate 3 and described support operating mode locator 4 can break away from described threaded portion 12 when moving down, cuff is useful on spacing form removal operating mode stop 15 between described threaded portion 12 and fixed part 13, and described form removal operating mode stop 15 can be fixed on the described support post 1 by the mode of welding.Described form removal operating mode stop 15 is processed by the aluminium alloy extrusions turnning and milling, is preferably and carries out astute and able and polishing with professional argon arc protection weldering.
Also be provided with one on the described support post 1 and be used for the support operating mode stop 6 that auxiliary fixing described template supports supporting plate 3.Described support operating mode stop 6 is a latch, and correspondence is provided with pin hole 14 on the described support post 1, when described latch runs through when being arranged on the described pin hole 14, can limit described support operating mode locator 4 and described template and support supporting plate 3 and move downward.Described pin hole 14 forms for the symmetry boring of single shaft center, and the position of described pin hole 14 is determined by the work supporting relation between described template roof supporting 2 and the described support supporting plate.Described latch is preferably high-strength steel latch.
Described support operating mode locator 4 is formed by the rods and bars of aluminium alloy processing and fabricating, described support operating mode locator 4 be specially one with the suitable sleeve of support post 1, concern with 1 one-tenths cuff of support post; The inner surface of described support operating mode locator 4 is provided with the internal thread suitable with described threaded portion 12, and external surface is provided with spanner portion 41.Because described support operating mode locator 4 surfaces are provided with spanner portion 41, but the convenient construction personnel rotate described support operating mode locator 4, improve efficiency of construction.Preferably, the spanner portion 41 on described support operating mode locator 4 surfaces is set to centrosymmetric two spanners, plane, described two spanner places is 15 ° of angles with support plane, operating mode locator 4 top (namely supporting the plane, bottom of supporting plate 3 with described template), the convenient construction personnel application of force is rotated described support operating mode locator 4 like this, the most.Described support operating mode locator 4 is by supporting operating mode stop 6 last the restriction to be done in its operating position.
Described template supports the support that forms cast-in-situ steel reinforced concrete between supporting plate 3 and the described template roof supporting 2 corresponding relation is set, realize stable bearing load and active force by the working effect that supports operating mode locator 4 and support operating mode stop 6, the support of rationally arranging can become the effective bearing constraint of beam, and then the guarantee of technological layer is provided for the early stage dismounting of concrete blinding.
Described template roof supporting 2 be by the aluminium alloys mother metal through casting, the car silk, exquisite polishing forms.First sleeve 22 that described template roof supporting 2 comprises for the top board 21 of support cast-in-situ concrete beam and is used for fixedlying connected with the support portion 11 of described support post 1, as shown in Figure 4, described first sleeve 22 extends setting from the one side of described top board 21 and forms.Described first sleeve 22 is suitable with the support portion 11 of described support post 1.Described top board 21 is rectangle, and its size arranges according to cast-in-situ concrete beam.First sleeve 22 installation and removal on described support post 1 for convenience, the mode that is threaded that can adopt described first sleeve 22 is fixed on the described support portion 11, the inner surface that is described first sleeve 22 is provided with internal thread, and the external surface correspondence of described support portion 11 is provided with external screw thread.Like this, by rotating described template roof supporting 2, just can be rapidly with its installation or removal from the support post 1.Certainly, first sleeve 22 also can be fixedlyed connected with described support portion 11 by other removablies, as clamping.
It is by the aluminium alloy extrusions punching press that described template supports supporting plate 3, turnning and milling, and professional argon arc protection weldering, adjustment and exquisite polishing form.Described template supports supporting plate 3 and comprises with the last support face 31 of described concrete blinding contact, with the following support face 32 of described support operating mode locator 4 contacts and for second sleeve 33 that is connected support face 31 and following support face 32, described second sleeve 33 is arranged at described going up between support face 31 and the following support face 32, as shown in Figure 5.The cast-in-situ concrete floor structure of 2 supports of described template roof supporting is cast-in-situ concrete beam, bracing or strutting arrangement is early torn in described construction work open needs the bridle template at both direction, the described support face 31 of going up is set to rectangle, and its size arranges according to cast-in-situ concrete beam.The described support face 31 of going up is provided with Template Location hole 35 for fixed form, and described Template Location hole 35 is arranged on described going up on the relative both direction of support face 31 as required.Described down support face 32 is set to circle, and when described support face 32 down when be circular, the convenient construction personnel are by rotating described support operating mode locator 4.Described second sleeve 33 is arranged on the centre of surface position of support face up and down, and described second sleeve 33 is circular sleeve.In order to increase the intensity that described template supports supporting plate 3, at the aluminium alloys reinforcing rib 34 that is equipped with identical material up and down between the support face.Described reinforcing rib 34 is preferably on four vertical intersections of the support face up and down of being arranged on.Described reinforcing rib 34 with work support face and between second sleeve 33 at support face center up and down, be preferably and adopt professional argon arc protection weldering to process to be connected up and down.
Beam forms described in the utility model is early torn bracing or strutting arrangement open as early of beam forms tearing open when supporting, the cast-in-situ concrete floor structure of 2 supports of described template roof supporting is cast-in-situ concrete beam, bracing or strutting arrangement is early torn in described construction work open needs the bridle template at both direction, therefore, in the utility model, the top board of described template roof supporting 2 is set to rectangle, and the last support face that described template supports supporting plate 3 is set to rectangle, as shown in Figure 7.The both direction of tearing the place, long limit of bracing or strutting arrangement described morning open is used for the bridle template, and it is fixed that the length of top board and last support face is that the width according to beam comes.
Beam forms provided by the utility model is early torn bracing or strutting arrangement open and can be linked to each other with height-adjustable bottom support, according to template layout is set, the fixed part 13 of early tearing this beam forms open bracing or strutting arrangement inserts the steel that meets requirement for height and props up in top or the steel pipe, direction according to the rules fixes successively and supports operating mode locator 4, described template supports supporting plate 3 and described template roof supporting 2, supports supporting plate 3 in described template at last concrete blinding is installed.The method of concrete blinding is installed for supporting the skeleton that supporting plate 3 is laid concrete blinding in template, after the concrete mould framework forms closed shape, just lay concrete blinding at the concrete mould framework, in case the concrete blinding lay finishes, just can begin reinforcing bar binding, and the laying of pin can be at the period of reinforcing bar binding synchronization implementation between the adjustment of beam forms and the template.After carrying out concreting, when treating that concrete reaches certain intensity, can the described support operating mode of downward turn locator 4, making described template support supporting plate 3 moves down, shift out the space for the dismounting of concrete blinding, at last concrete blinding is pulled down, be used for next construction layer construction.
Template of the present utility model supports supporting plate 3 and the related slip of the support post 1 no silk braid tube of employing, after supporting operating mode locator 4 and supporting operating mode stop 6 accurate location, can finish the function of use that concrete blinding supports like clockwork; Support operating mode stop 6 and when concrete blinding is removed, only need extract out, be rotated down support operating mode locator 4 after, just can quickly and easily concrete blinding be removed.
And the parts that the utility model beam forms is early torn bracing or strutting arrangement open are preferably and adopt aluminum alloy materials to make.Because adopt aluminum alloy materials, the utility model installation weight is light, simple structure, Load Transfer is clear, and parts are stressed clear and definite, and peace is torn open convenient and swift, at this point seamless being used on the aluminium frame veneer typified form engineering.
Beam forms provided by the utility model is early torn bracing or strutting arrangement open, disposed the correlation between beam bottom board plate and the side template rightly, relation between support and the template, and then guaranteed relaxedly and rapidly to be realized the dismounting of template, support post is still in running order fully simultaneously, supporting the concrete construction metope that does not reach form removal intensity as yet fully, so also just in the quality that has guaranteed concrete work, the turnover access times of template and component and fitting have significantly been promoted, reduce construction cost, improved efficiency of construction.The utility model can be popularized the morning that is applied to cast in place concrete form in an all-round way and tear open.
Should be understood that; application of the present utility model is not limited to above-mentioned giving an example; for those of ordinary skills, can be improved according to the above description or conversion, all these improvement and conversion all should belong to the protection domain of the utility model claims.
Claims (10)
1. a beam forms is early torn bracing or strutting arrangement open, and tear support the morning that is used for concrete blinding open, it is characterized in that described beam forms is early torn bracing or strutting arrangement open and comprised support post, the template roof supporting, and template supports supporting plate, and, support the operating mode locator;
Described support post comprises three parts, and one for the support portion of accepting described template roof supporting, and one is used to described template to support the threaded portion that supporting plate provides sliding rail, and one is used for the fixing fixed part of tearing bracing or strutting arrangement described morning open; Described support portion, threaded portion from top to bottom are connected successively continuously with fixed part; Surface, described threaded portion is provided with screw thread;
Described template roof supporting is used for the support cast-in-situ concrete beam, is fixed in the fixed part on described support post top; First sleeve that described template roof supporting comprises for the top board of support cast-in-situ concrete beam and is used for fixedlying connected with the support portion of described support post, described first sleeve extend setting from the one side of described top board and form; The support portion of described first sleeve and described support post is suitable; Described top board is rectangle;
Described template supports supporting plate and is used for the support concrete blinding, is movably connected on the described support post; Described template roof supporting and described template support the space that is formed for the fixing concrete template between the supporting plate; Described template supports supporting plate and comprises that described second sleeve is arranged at described going up between support face and the following support face with the last support face of described concrete blinding contact, with the following support face of described support operating mode locator contact and for second sleeve that is connected support face and following support face; The movable cuff of described second sleeve is on described threaded portion; The described support face of going up is set to rectangle;
Described support operating mode locator is used for regulating described template and supports the position of supporting plate on described threaded portion, is provided with the internal thread suitable with described threaded portion thread surface, and cuff moves up and down by being rotated on the described threaded portion on described support post.
2. beam forms according to claim 1 is early torn bracing or strutting arrangement open, it is characterized in that, described support post comprises that also one is used for spacing form removal operating mode stop, and described form removal operating mode stop is arranged between described threaded portion and the fixed part.
3. beam forms according to claim 1 is early torn bracing or strutting arrangement open, it is characterized in that, described support post is provided with one and is used for the support operating mode stop that auxiliary fixing described template supports supporting plate;
Described support operating mode stop is a latch, and correspondence is provided with pin hole on the described support post.
4. beam forms according to claim 3 is early torn bracing or strutting arrangement open, it is characterized in that, described latch is high-strength steel latch.
5. beam forms according to claim 1 is early torn bracing or strutting arrangement open, it is characterized in that, described support operating mode locator be one with the suitable sleeve of described support post, the external surface of described support operating mode locator is provided with spanner portion.
6. beam forms according to claim 5 is early torn bracing or strutting arrangement open, it is characterized in that, the spanner portion on described support operating mode locator surface is set to centrosymmetric two spanners, and described two planes, spanner place and plane, described support operating mode locator top are 15 ° of angles.
7. beam forms according to claim 1 is early torn bracing or strutting arrangement open, it is characterized in that, described second sleeve is circular sleeve, and described support face down is circular; Described upward support face is provided with the Template Location hole for the fixing concrete template, and described Template Location hole is arranged on described going up on the relative both direction of support face.
8. beam forms according to claim 1 is early torn bracing or strutting arrangement open, it is characterized in that, is provided with reinforcing rib between support face and the following support face on described.
9. beam forms according to claim 1 is early torn bracing or strutting arrangement open, it is characterized in that, described first sleeve adopts the mode that is threaded to be fixed on the described support portion.
10. early tear bracing or strutting arrangement open according to the arbitrary described beam forms of claim 1-9, it is characterized in that, described support post, template roof supporting, template support supporting plate, support operating mode locator is made by aluminium alloys.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320197120 CN203129626U (en) | 2013-04-18 | 2013-04-18 | Early-removal supporting device for beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320197120 CN203129626U (en) | 2013-04-18 | 2013-04-18 | Early-removal supporting device for beam template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203129626U true CN203129626U (en) | 2013-08-14 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320197120 Expired - Lifetime CN203129626U (en) | 2013-04-18 | 2013-04-18 | Early-removal supporting device for beam template |
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| Country | Link |
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| CN (1) | CN203129626U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741879A (en) * | 2013-12-18 | 2014-04-23 | 安徽森泰塑木新材料有限公司 | Adjustable leg of pillar of integrated housing |
| CN111946056A (en) * | 2020-07-23 | 2020-11-17 | 北京碧鑫水务有限公司 | Early-dismantling facility for template |
| CN112459255A (en) * | 2020-11-19 | 2021-03-09 | 辛团结 | Green building system based on assembled structure |
-
2013
- 2013-04-18 CN CN 201320197120 patent/CN203129626U/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103741879A (en) * | 2013-12-18 | 2014-04-23 | 安徽森泰塑木新材料有限公司 | Adjustable leg of pillar of integrated housing |
| CN111946056A (en) * | 2020-07-23 | 2020-11-17 | 北京碧鑫水务有限公司 | Early-dismantling facility for template |
| CN112459255A (en) * | 2020-11-19 | 2021-03-09 | 辛团结 | Green building system based on assembled structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee | ||
| CP01 | Change in the name or title of a patent holder |
Address after: A number of comprehensive building four floor on the west side of Luohu District Songyuan road Shenzhen city Guangdong province 518001 Patentee after: SHENZHEN GUANGSHENGDA CONSTRUCTION Co.,Ltd. Address before: A number of comprehensive building four floor on the west side of Luohu District Songyuan road Shenzhen city Guangdong province 518001 Patentee before: SHENZHEN GUANGSHENGDA BUILDING ENGINEERING Co.,Ltd. |
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| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130814 |