CN103195241A - Early removal support device for constructional engineering - Google Patents
Early removal support device for constructional engineering Download PDFInfo
- Publication number
- CN103195241A CN103195241A CN2013101354136A CN201310135413A CN103195241A CN 103195241 A CN103195241 A CN 103195241A CN 2013101354136 A CN2013101354136 A CN 2013101354136A CN 201310135413 A CN201310135413 A CN 201310135413A CN 103195241 A CN103195241 A CN 103195241A
- Authority
- CN
- China
- Prior art keywords
- support
- template
- open
- bracing
- operating mode
- 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.)
- Granted
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses an early removal support device for constructional engineering. The early removal support device for constructional engineering is used for supporting concrete formworks for early removal and comprises a support column, a formwork support top plate, a formwork support carrier plate, and a support condition positioner. The support column comprises a support part, a threaded part, and a fixed part. The formwork support top plate is fixed at the fixed part of the support column. The formwork support carrier plate is movably connected to the support column. Space for fixing a concrete formwork is formed between the formwork support top plate and the formwork support carrier plate. The support condition positioner is sleeved on the support column and is rotated to move up and down on the threaded part. The early removal support device for constructional engineering is a tool-type early removal device, which is provided for aluminum alloy formworks, is light in weight, high in strength, simple in structure, simple to manufacture, simple to mount and demount with few steps, labor-saving and high in formwork turnover rate and meets the early removal conditions.
Description
Technical field
The present invention relates to building engineering field, relate in particular to a kind of construction work and early tear bracing or strutting arrangement open.
Background technology
Building operations time 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 building operations labor productivity for changeing layer or transition, can reduce template simultaneously and drop into quantity, reduces 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.
Summary of the invention
In view of above-mentioned the deficiencies in the prior art, the object of the present invention is to provide a kind of construction work early to tear bracing or strutting arrangement open, be intended to solve the existing building engineering and early tear problems such as complex structure, installing/dismounting operation that bracing or strutting arrangement exists are loaded down with trivial details open.
Technical scheme of the present invention is as follows:
Bracing or strutting arrangement is early torn in a kind of construction work open, and tear support the morning that is used for concrete blinding open, and wherein, described construction work 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 fixed part that bracing or strutting arrangement is early torn in fixing described construction work 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 support cast-in-situ concrete floor structure, is fixed in the fixed part on described support post top;
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 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.
Bracing or strutting arrangement is early torn in described construction work 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.
Bracing or strutting arrangement is early torn in described construction work 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.
Bracing or strutting arrangement is early torn in described construction work open, and wherein, described latch is high-strength steel latch.
Bracing or strutting arrangement is early torn in described construction work 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.
Bracing or strutting arrangement is early torn in described construction work 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.
Bracing or strutting arrangement is early torn in described construction work open, wherein, first sleeve that described template roof supporting comprises for the top board of support cast-in-situ concrete floor structure 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 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;
Described first sleeve adopts the mode that is threaded to be fixed on the described support portion;
Be provided with reinforcing rib between support face and the following support face on described.
Bracing or strutting arrangement is early torn in described construction work open, and wherein, described top board is rectangle;
The described support face of going up is set to rectangle, and 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 the four direction of described upward support face.
Bracing or strutting arrangement is early torn in described construction work open, and wherein, described top board is square, is respectively arranged with first rectangular indentation suitable with described concrete blinding on four angles;
The described support face of going up be square, is respectively arranged with second rectangular indentation of described concrete blinding for convenience detach on four angles; 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 the four direction of described upward support face.
Bracing or strutting arrangement is early torn in described construction work open, and wherein, described support post, template roof supporting, template support supporting plate, support operating mode locator is made by aluminium alloys.
Beneficial effect: bracing or strutting arrangement is early torn in a kind of novel construction work provided by the present invention 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 construction work of the present invention.
The cross-sectional view that Fig. 2 early tears bracing or strutting arrangement open for a kind of construction work of the present invention.
Fig. 3 early tears the structural representation of support post in the bracing or strutting arrangement open for a kind of construction work of the present invention.
Fig. 4 early tears the structural representation of template roof supporting in the bracing or strutting arrangement open for a kind of construction work of the present invention.
Fig. 5 early tears the structural representation of template support supporting plate in the bracing or strutting arrangement open for a kind of construction work of the present invention.
Fig. 6 early tears bracing or strutting arrangement open as the plan structure schematic diagram of early of slab form tearing open when supporting for a kind of construction work of the present invention.
Fig. 7 early tears bracing or strutting arrangement open as the plan structure schematic diagram of early of beam forms tearing open when supporting for a kind of construction work of the present invention.
The specific embodiment
The invention provides a kind of construction work and early tear bracing or strutting arrangement open, clearer, clear and definite for making purpose of the present invention, technical scheme and effect, below the present invention is described in more detail.Should be appreciated that specific embodiment described herein only in order to explaining the present invention, and be not used in restriction the present invention.
It is to tear mechanism open a kind of morning based on the aluminium alloys template system that bracing or strutting arrangement is early torn in construction work provided by the present invention 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 fixed part 13 that bracing or strutting arrangement is early torn in fixing described construction work 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 support cast-in-situ concrete floor structure, 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 floor structure;
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 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 floor and 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.Described template roof supporting 2 comprises the top board 21 and first sleeve 22 that is used for fixedlying connected with the support portion 11 of described support post 1 for support cast-in-situ concrete floor structure, as shown in Figure 4, described first sleeve 22 forms from the one side extension setting of described top board 21.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 the cast-in-situ concrete floor structure.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 described support face 31 of going up is set to rectangle, and its size arranges according to the cast-in-situ concrete floor structure.Described upward support face 31 is provided with the Template Location hole 35 for the fixing concrete template, and described Template Location hole 35 is arranged on the four edges of described upward 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.
The present invention the construction work of book early tear bracing or strutting arrangement open, can tear support open as the morning of slab form, tear support the morning that also can be used as beam forms open.When described construction work is early torn bracing or strutting arrangement open as early of slab form tearing open when supporting, the cast-in-situ concrete floor structure of 2 supports of described template roof supporting is cast-in-place concrete floor, described construction work is early torn open on the bracing or strutting arrangement four direction all will accept slab form, therefore, the installation and removal of slab form for convenience, the top board 21 of described template roof supporting 2 is set to square, and four angles on the top board 21 are respectively arranged with first rectangular indentation suitable with described concrete blinding, as shown in Figure 6; The last support face 31 that described template supports supporting plate 3 is set to square, and four angles on the last support face 31 are respectively arranged with second rectangular indentation of described concrete blinding for convenience detach.
When described construction work 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, the top board 21 of described template roof supporting 2 is set to rectangle, the last support face 31 that described template supports supporting plate 3 is set to rectangle, as shown in Figure 7.The two sides that the place, long limit of bracing or strutting arrangement is early torn in described construction work open is used for the bridle template, and it is fixed that the length of top board 21 and last support face 31 is that the width according to beam comes.
Construction work provided by the present invention 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 construction work 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 floor template 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 invention 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 present invention is preferably and adopts aluminum alloy materials to make.Because adopt aluminum alloy materials, apparatus of the present invention are in light weight, 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.
Bracing or strutting arrangement is early torn in construction work provided by the present invention open, disposed the correlation between template brace summer (skeleton) and the 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 flooring 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 present invention can popularize 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 invention is not limited to above-mentioned giving an example, for those of ordinary skills, can be improved according to the above description or conversion that all these improvement and conversion all should belong to the protection domain of claims of the present invention.
Claims (10)
1. bracing or strutting arrangement is early torn in a construction work open, and tear support the morning that is used for concrete blinding open, it is characterized in that described construction work 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 fixed part that bracing or strutting arrangement is early torn in fixing described construction work 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 support cast-in-situ concrete floor structure, is fixed in the fixed part on described support post top;
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 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. bracing or strutting arrangement is early torn in construction work according to claim 1 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. bracing or strutting arrangement is early torn in construction work according to claim 1 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. bracing or strutting arrangement is early torn in construction work according to claim 3 open, it is characterized in that, described latch is high-strength steel latch.
5. bracing or strutting arrangement is early torn in construction work according to claim 1 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 portion of spanner portion.
6. bracing or strutting arrangement is early torn in construction work according to claim 5 open, it is characterized in that, the portion of 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. bracing or strutting arrangement is early torn in construction work according to claim 1 open, it is characterized in that, first sleeve that described template roof supporting comprises for the top board of support cast-in-situ concrete floor structure 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 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;
Described first sleeve adopts the mode that is threaded to be fixed on the described support portion;
Be provided with reinforcing rib between support face and the following support face on described.
8. bracing or strutting arrangement is early torn in construction work according to claim 7 open, it is characterized in that, described top board is rectangle;
The described support face of going up is set to rectangle, and 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 the four direction of described upward support face.
9. bracing or strutting arrangement is early torn in construction work according to claim 7 open, it is characterized in that, described top board is square, and four angles are provided with first rectangular indentation of described concrete blinding for convenience detach;
The described support face of going up is square, and four angles are provided with second rectangular indentation of described concrete blinding for convenience detach; 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 the four direction of described upward support face.
10. bracing or strutting arrangement is early torn in arbitrary described construction work open according to 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 |
|---|---|---|---|
| CN201310135413.6A CN103195241B (en) | 2013-04-18 | 2013-04-18 | Early removal support device for constructional engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310135413.6A CN103195241B (en) | 2013-04-18 | 2013-04-18 | Early removal support device for constructional engineering |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103195241A true CN103195241A (en) | 2013-07-10 |
| CN103195241B CN103195241B (en) | 2014-04-02 |
Family
ID=48718043
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310135413.6A Active CN103195241B (en) | 2013-04-18 | 2013-04-18 | Early removal support device for constructional engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103195241B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106103864A (en) * | 2014-03-04 | 2016-11-09 | 福姆700私人有限公司 | The adapter of formwork support structure |
| CN108436825A (en) * | 2018-05-31 | 2018-08-24 | 国家电网有限公司 | A kind of guide vane bottom end cover mounting auxiliary |
| CN109457954A (en) * | 2018-12-20 | 2019-03-12 | 筑梦高科建筑有限公司 | A kind of two-way positioning supporting frame of semi-solid-state shaping |
| CN111980441A (en) * | 2020-08-26 | 2020-11-24 | 赣州雅格贸易有限公司 | Early-dismantling supporting device for building engineering |
| CN113530302A (en) * | 2021-08-12 | 2021-10-22 | 中国十七冶集团有限公司 | Early-dismantling supporting device for building engineering and application method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1457135A (en) * | 1973-06-16 | 1976-12-01 | Mills Scaffold Co Ltd | Builders scaffolding |
| CN2128276Y (en) * | 1992-08-11 | 1993-03-17 | 戴红妹 | Column head for early dismantling system |
| CN2161665Y (en) * | 1993-06-04 | 1994-04-13 | 天津市第二建筑工程公司房地产开发建设公司 | Adjuster for shuttering strut disassembling |
| DE4305302A1 (en) * | 1993-02-20 | 1994-08-25 | Peri Gmbh | Slab formwork |
| CN2175807Y (en) * | 1993-10-23 | 1994-08-31 | 北京市北新施工技术研究所 | Shuttering early-removing chapiter |
| CN101270610A (en) * | 2008-05-19 | 2008-09-24 | 成志全 | Template early-dismantling device |
| CN201367729Y (en) * | 2008-12-29 | 2009-12-23 | 青建集团股份公司 | Multi-functional early-dismantled top support for slab formworks |
-
2013
- 2013-04-18 CN CN201310135413.6A patent/CN103195241B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1457135A (en) * | 1973-06-16 | 1976-12-01 | Mills Scaffold Co Ltd | Builders scaffolding |
| CN2128276Y (en) * | 1992-08-11 | 1993-03-17 | 戴红妹 | Column head for early dismantling system |
| DE4305302A1 (en) * | 1993-02-20 | 1994-08-25 | Peri Gmbh | Slab formwork |
| CN2161665Y (en) * | 1993-06-04 | 1994-04-13 | 天津市第二建筑工程公司房地产开发建设公司 | Adjuster for shuttering strut disassembling |
| CN2175807Y (en) * | 1993-10-23 | 1994-08-31 | 北京市北新施工技术研究所 | Shuttering early-removing chapiter |
| CN101270610A (en) * | 2008-05-19 | 2008-09-24 | 成志全 | Template early-dismantling device |
| CN201367729Y (en) * | 2008-12-29 | 2009-12-23 | 青建集团股份公司 | Multi-functional early-dismantled top support for slab formworks |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106103864A (en) * | 2014-03-04 | 2016-11-09 | 福姆700私人有限公司 | The adapter of formwork support structure |
| CN106103864B (en) * | 2014-03-04 | 2019-03-01 | 福姆700私人有限公司 | The adapter of formwork support structure |
| CN108436825A (en) * | 2018-05-31 | 2018-08-24 | 国家电网有限公司 | A kind of guide vane bottom end cover mounting auxiliary |
| CN109457954A (en) * | 2018-12-20 | 2019-03-12 | 筑梦高科建筑有限公司 | A kind of two-way positioning supporting frame of semi-solid-state shaping |
| CN109457954B (en) * | 2018-12-20 | 2021-05-14 | 广东博智林机器人有限公司 | Two-way positioning support frame for semi-solid forming |
| CN111980441A (en) * | 2020-08-26 | 2020-11-24 | 赣州雅格贸易有限公司 | Early-dismantling supporting device for building engineering |
| CN113530302A (en) * | 2021-08-12 | 2021-10-22 | 中国十七冶集团有限公司 | Early-dismantling supporting device for building engineering and application method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN103195241B (en) | 2014-04-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103195241B (en) | Early removal support device for constructional engineering | |
| CN106869489A (en) | Super High Core Walls Structure level and vertical synchronous construction top module system and construction method | |
| CN107227842A (en) | Post-cast strip adjustable steel support system and application method | |
| CN103669655A (en) | Construction technology for pouring concrete of walls on two sides of deformation joint | |
| CN108755984A (en) | Late poured band support construction method based on concrete square column | |
| CN105544970A (en) | Composite floor slab cast-in-place slab fixing device with bottom mold and construction method | |
| CN203097283U (en) | Early-dismantling support device for slab formwork | |
| CN203129626U (en) | Early-removal supporting device for beam template | |
| CN106522282B (en) | A kind of liftable post-cast strip template structure and system and its construction method | |
| CN106351445A (en) | Bracing reinforcement system and installation construction method of steel reinforced concrete inclined shear wall form assembly | |
| CN109797969B (en) | Construction method of post-cast strip tool type advanced formwork lifting system | |
| JP2010242308A (en) | Method for demolishing high-rise building of concrete slab structure, and concrete slab demolition equipment | |
| KR101639009B1 (en) | In ceiling mold using truss girder type deck panels, flowing down pour concrete fluid-resistant filler and ceiling mold structure using there of | |
| CN203834370U (en) | Arch ring steel formwork trolley for circular arch culvert | |
| CN101701494A (en) | Detachable convenient support device of steel structure building template and use method thereof | |
| CN103225396B (en) | Beam frame type construction template system | |
| KR20100039080A (en) | Movement type apparatus for constructing and detaching frame panel of a steel box bridge | |
| CN205529917U (en) | A support fixing device that is used for high mound, U type abutment form setting | |
| CN114319882A (en) | Construction method and construction structure of steel bar truss floor support plate | |
| CN203188612U (en) | Beam frame type building template system | |
| CN114414354A (en) | Temporary support test device for large-span box girder erection | |
| CN204000795U (en) | A kind of composite roof truss formula gradual change arc formwork device | |
| CN102587649A (en) | Template profiled bar supporting system of high and large cantilever structure | |
| CN207211724U (en) | A kind of new morning tears formula activity jacking open and its using structure | |
| CN207892243U (en) | A kind of template assembly system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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. |