CN201460251U - Adjustable template support combined structure - Google Patents
Adjustable template support combined structure Download PDFInfo
- Publication number
- CN201460251U CN201460251U CN2009201038918U CN200920103891U CN201460251U CN 201460251 U CN201460251 U CN 201460251U CN 2009201038918 U CN2009201038918 U CN 2009201038918U CN 200920103891 U CN200920103891 U CN 200920103891U CN 201460251 U CN201460251 U CN 201460251U
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- China
- Prior art keywords
- girder
- body pillar
- extensible canopy
- auxiliary
- auxiliary girder
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
An adjustable template support combined structure is suitable for cast-in-situs construction of building concrete, and comprises a vertical top pillar, a main beam which is laterally arranged on the upper end of the top pillar, and a side beam which is arranged on the main beam in a orthogonal state. The main beam comprises a main beam main body beam, a main beam telescopic beam which is inserted in the main beam main body beam, and a main beam telescopic beam mobile support sleeve which is sleeved on the main beam telescopic beam, the side beam comprises a side beam main body beam, a side beam telescopic beam inserted in the side beam main body beam, and a side beam telescopic beam mobile support sleeve which is sleeved on the side beam telescopic beam, and the top pillar is an adjustable top pillar whose upper end is provided with a convex head type connecting locking plate. The adjustable template support combined structure has the characteristics of simple structure, convenient disassembly and assembly, flexible adjustment and excellent adaptability, can effectively improve the efficiency of concrete cast-in-situs construction of high building, and lowers construction cost.
Description
Technical field
The utility model relates to build concrete cast-in-place construction template to be supported, and is specifically related to a kind of adjustable type form bracing composite structure.
Background technology
At present, template in the building operations supports great majority and also is to use timber and steel pipe combining structure, need to consume a large amount of timber and build auxiliary material, and build efficiency of construction low, waste time and energy.Comprise that the applicant's application number is that the prior art of " 200720101312.7 " discloses several steel work form bracing composite structures for " 200420091863.6 " and application number, solved and used timber to cause the problem of a large amount of wastes of timber, but above-mentioned form bracing composite structure is owing to build the distance that need design according to the dimensions of auxiliary girder when constructing between girder, when two girder routings not just or distance measurement when inaccurate, make troubles for the installation of auxiliary girder, influence installation and efficiency of construction that template supports.
Summary of the invention
The purpose of this utility model is at the problems referred to above, and a kind of major and minor beam installation and easy to adjust is provided, and can effectively improve the adjustable type form bracing composite structure of template support combinations efficiency of construction and quality.
The technical scheme that realizes above-mentioned purpose is: a kind of adjustable type form bracing composite structure, it include the perpendicular fore-set of putting and horizontal in the fore-set upper end girder and place auxiliary girder above the girder with the girder state of being orthogonal, described girder has the downward channel-section steel type girder body pillar of a notch, the following fore-set that is provided with belt lock plate insertion mouth at regular intervals of this girder body pillar connects the locknut plate, in the girder body pillar, be fitted with the downward channel-section steel type girder extensible canopy of a notch, on the girder extensible canopy, be equipped with by the girder body pillar pipe nipple identical and be connected the girder extensible canopy movable supporting cover that the locknut plate is formed with fore-set below being arranged on this pipe nipple with girder body pillar cross section, be provided with girder extensible canopy hold-down screw in the side of girder body pillar end, be respectively arranged with alignment pin in the girder body pillar with above the girder extensible canopy movable supporting cover; Described auxiliary girder has the downward channel-section steel type auxiliary girder body pillar of a notch, be provided with the lower cover of uniform dowel hole on the plate face below this auxiliary girder body pillar, in the auxiliary girder body pillar, be fitted with the downward channel-section steel type auxiliary girder extensible canopy of a notch, on the auxiliary girder extensible canopy, be equipped with by the auxiliary girder body pillar pipe nipple identical and be arranged on the auxiliary girder extensible canopy movable supporting cover that the lower cover that has dowel hole below this pipe nipple is formed, be provided with auxiliary girder extensible canopy hold-down screw in the side of auxiliary girder body pillar end with auxiliary girder body pillar cross section; Described fore-set has the column of height-adjustable, and the upper surface of this column is provided with the plush copper type and connects jam plate.
The technical solution of the utility model also comprises: the two sides of described girder body pillar, girder extensible canopy, auxiliary girder body pillar and auxiliary girder extensible canopy and above be respectively arranged with the groove of trapezoid cross section; The both sides, lower end of described auxiliary girder body pillar have the outer convex edge that makes the beam body section become " several " font.
Girder of the present utility model and auxiliary girder adopt the Collapsible structure that is equipped with the movable supporting cover, and the length of girder and auxiliary girder can be adjusted flexibly, and be easy to assembly, adopts the alignment pin relative fixed between major and minor beam, avoids mutual activity; Utilize the plush copper type of fore-set upper end connect jam plate with girder below the locknut plate be connected cooperations, make the assembling of fore-set and girder easy, connection reliably and is adopted adjustable fore-set, can adjust the position height of girder easily.
The utlity model has simple in structure, easy accessibility, adjusting is flexible, conformability is good characteristics, can effectively improve efficiency of construction, reduce construction cost.
Description of drawings
Fig. 1 is that this adjustable type form bracing composite structure master looks schematic diagram;
Fig. 2 is this adjustable type form bracing composite structure schematic side view;
Fig. 3 is that the A of Fig. 1 is to partial view;
Fig. 4 is that the B of Fig. 2 is to partial view;
Fig. 5 be two sides and above be respectively arranged with the beam body section schematic diagram of trapezoid cross section groove;
Fig. 6 is the auxiliary girder main beam schematic cross-section that becomes " several " font.
The specific embodiment
In conjunction with the accompanying drawings the specific embodiment of the present utility model is described.
As accompanying drawing 1, accompanying drawing 2, accompanying drawing 3 and accompanying drawing 4, this adjustable type form bracing composite structure include at regular intervals the perpendicular top set post of arranging and respectively line up parastate and horizontal in each row's fore-set upper end girder and be provided with at regular intervals and place auxiliary girder above the girder with the girder state of being orthogonal respectively, described girder has the downward channel-section steel type girder body pillar 1 of a notch, the following fore-set that is provided with belt lock plate insertion mouth at regular intervals of this girder body pillar connects locknut plate 2, in the girder body pillar, be fitted with the downward channel-section steel type girder extensible canopy 3 of a notch, on the girder extensible canopy, be equipped with by the girder body pillar pipe nipple identical and be connected the girder extensible canopy movable supporting cover 4 that the locknut plate is formed with fore-set below being welded on this pipe nipple with girder body pillar cross section, one side of girder body pillar end is provided with girder extensible canopy hold-down screw 5, is welded with the perpendicular alignment pin of putting 6 respectively in the girder body pillar with above the girder extensible canopy movable supporting cover; Its alignment pin 6 puts in each girder extensible canopy movable supporting and is provided with one, on the girder body pillar uniform be provided with a plurality of.Described auxiliary girder has the downward channel-section steel type auxiliary girder body pillar 7 of a notch, below the auxiliary girder body pillar, be welded with the lower cover 8 of uniform dowel hole on the plate face, in the auxiliary girder body pillar, be fitted with the downward channel-section steel type auxiliary girder extensible canopy 9 of a notch, be set with by the auxiliary girder body pillar pipe nipple identical with auxiliary girder body pillar cross section on the auxiliary girder extensible canopy and be welded on the auxiliary girder extensible canopy work support set 12 that the lower cover that has dowel hole below this pipe nipple is formed, a side of auxiliary girder body pillar end is provided with auxiliary girder extensible canopy hold-down screw 10.Described fore-set has the column 11 of height-adjustable, and the upper surface of this column is provided with the plush copper type that is made of arc and connects jam plate 13.
As accompanying drawing 5, the girder body pillar 1 of this adjustable type form bracing composite structure, girder extensible canopy 3, auxiliary girder body pillar 7 and auxiliary girder extensible canopy 9 can be disposed in beam body two sides and top on the girder construction of trapezoid cross section groove 14 is arranged respectively, to increase the strength and stiffness of beam body.
As accompanying drawing 6, the both sides, lower end of the auxiliary girder body pillar 7 of this adjustable type form bracing composite structure are provided with the outer convex edge 15 that makes the beam body section become " several " font, to improve the stability of auxiliary girder above girder.When adopting the auxiliary girder body pillar of being somebody's turn to do " several " font, the auxiliary girder body pillar pipe nipple that constitutes auxiliary girder extensible canopy movable supporting cover 12 is " several " shaped sections pipe nipple identical with auxiliary girder body pillar cross section.
It is " 200720102072.2 " disclosed adjustable fore-set that fore-set of the present utility model can adopt the applicant's application number.
Claims (3)
1. adjustable type form bracing composite structure, include the perpendicular fore-set of putting and horizontal in the fore-set upper end girder and place auxiliary girder above the girder with the girder state of being orthogonal, it is characterized in that: described girder has the downward channel-section steel type girder body pillar (1) of a notch, the following fore-set that is provided with belt lock plate insertion mouth at regular intervals of this girder body pillar connects locknut plate (2), in the girder body pillar, be fitted with the downward channel-section steel type girder extensible canopy (3) of a notch, on the girder extensible canopy, be equipped with by the girder body pillar pipe nipple identical and be connected the girder extensible canopy movable supporting cover (4) that the locknut plate is formed with fore-set below being arranged on this pipe nipple with girder body pillar cross section, be provided with girder extensible canopy hold-down screw (5) in the side of girder body pillar end, be respectively arranged with alignment pin (6) in the girder body pillar with above the girder extensible canopy movable supporting cover; Described auxiliary girder has the downward channel-section steel type auxiliary girder body pillar (7) of a notch, be provided with the lower cover (8) of uniform dowel hole on the plate face below this auxiliary girder body pillar, in the auxiliary girder body pillar, be fitted with the downward channel-section steel type auxiliary girder extensible canopy (9) of a notch, on the auxiliary girder extensible canopy, be equipped with by the auxiliary girder body pillar pipe nipple identical and be arranged on the auxiliary girder extensible canopy movable supporting cover (12) that the lower cover that has dowel hole below this pipe nipple is formed, be provided with auxiliary girder extensible canopy hold-down screw (10) in the side of auxiliary girder body pillar end with auxiliary girder body pillar cross section; Described fore-set has the column (11) of height-adjustable, and the upper surface of this column is provided with the plush copper type and connects jam plate (13).
2. adjustable type form bracing composite structure according to claim 1 is characterized in that: the two sides of described girder body pillar (1), girder extensible canopy (3), auxiliary girder body pillar (7) and auxiliary girder extensible canopy (9) and above be respectively arranged with the groove (14) of trapezoid cross section.
3. adjustable type form bracing composite structure according to claim 1 is characterized in that: the both sides, lower end of described auxiliary girder body pillar (7) have the outer convex edge (15) that makes the beam body section become " several " font.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201038918U CN201460251U (en) | 2009-07-22 | 2009-07-22 | Adjustable template support combined structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009201038918U CN201460251U (en) | 2009-07-22 | 2009-07-22 | Adjustable template support combined structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201460251U true CN201460251U (en) | 2010-05-12 |
Family
ID=42387604
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009201038918U Expired - Fee Related CN201460251U (en) | 2009-07-22 | 2009-07-22 | Adjustable template support combined structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201460251U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775614A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Fixed bracket of adjustable cast-in-place slab mold |
| CN107939057A (en) * | 2017-11-20 | 2018-04-20 | 北京博创绿色建筑科技有限公司 | A kind of adjustable straining beam for concrete prefabricated element |
| CN108442718A (en) * | 2018-04-11 | 2018-08-24 | 北京珠穆朗玛绿色建筑科技有限公司 | Adjustable straining beam support device and its working method for concrete prefabricated element |
-
2009
- 2009-07-22 CN CN2009201038918U patent/CN201460251U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104775614A (en) * | 2015-03-18 | 2015-07-15 | 成都绿迪科技有限公司 | Fixed bracket of adjustable cast-in-place slab mold |
| CN104775614B (en) * | 2015-03-18 | 2017-06-23 | 山西路桥第一工程有限责任公司 | A kind of fixed support of adjustable cast-in-place board mold |
| CN107939057A (en) * | 2017-11-20 | 2018-04-20 | 北京博创绿色建筑科技有限公司 | A kind of adjustable straining beam for concrete prefabricated element |
| CN108442718A (en) * | 2018-04-11 | 2018-08-24 | 北京珠穆朗玛绿色建筑科技有限公司 | Adjustable straining beam support device and its working method for concrete prefabricated element |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100512 Termination date: 20180722 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |