CN202990419U - Rectangular column template assembly with adjustable sections - Google Patents
Rectangular column template assembly with adjustable sections Download PDFInfo
- Publication number
- CN202990419U CN202990419U CN 201220614503 CN201220614503U CN202990419U CN 202990419 U CN202990419 U CN 202990419U CN 201220614503 CN201220614503 CN 201220614503 CN 201220614503 U CN201220614503 U CN 201220614503U CN 202990419 U CN202990419 U CN 202990419U
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- stupefied
- template
- sheet frame
- vertical
- level
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Abstract
The utility model provides a rectangular column template assembly with adjustable sections, and belongs to the technical field of building construction components. The assembly comprises four detachable rectangular templates, wherein each template is composed of a plate fixed on the inner surface of a plate frame. At least two horizontal edge bars which are distributed in an up-down mode are fixed in each plate frame. Plate frames at end portions of the horizontal edge bars are fixedly connected with vertical edge bars vertical to the horizontal edge bars to form L-shaped back edge bars. The horizontal edge bars are provided with bolt holes and the vertical edge bars are provided with bolt holes or long-groove holes which are distributed at intervals, or the vertical edge bars are provided with the bolt holes and the horizontal edge bars are provided with the bolt holes or the long-groove holes which are distributed at intervals. In construction, each vertical edge bar and each horizontal edge bar of one of two adjacent templates of the four rectangular templates are fixedly connected to form a template enclosing frame, wherein an inner cavity of the template enclosing frame is matched with a to-be-poured rectangular column section. Therefore, troubles that materials are wasted, management is difficult and construction is inconvenient and the like caused by that fact that batch machining is carried out according to section sizes of column components are eliminated.
Description
Technical field
The utility model provides a kind of variable-area square cross section column type mould assembly, and especially a kind of nuclear island factory building variable-area steel frame plywood square cross section column type mould assembly belongs to building operations component technology field.
Background technology
When carrying out the construction of nuclear island factory building and so on special building, each regional post the number of components is numerous, sectional dimension is changeable.Understand according to the applicant, nuclear power plant's column template is mainly according to each post sectional dimension of members and construction speed batch processing at present.General plywood panel+lumps of wood time back cord+steel channel column hoop+fixing the form of split bolt that adopts of template processing, cause like this material input amounts such as the supporting lumps of wood, steel pipe large, and field fabrication had both taken the construction plant, expended man-hour again, brought inconvenience to building operations.
Summary of the invention
The purpose of this utility model is: for the characteristics of above-mentioned special building post member, provide a kind of variable-area square cross section column type mould assembly, thereby save material and construction plant, facilitate building operations.
In order to achieve the above object, the basic technical scheme of variable-area square cross section column type mould assembly of the present utility model is: comprise four detachable rectangle templates, described template is made of the panel that is fixed on the sheet frame inner surface; In described sheet frame, the fixing at least two road level that distributes up and down is stupefied, and the sheet frame place of described level stupefied end is connected vertical with it vertical stupefied, consists of L shaped back cord; Stupefied of described level has bolt hole with one of vertical stupefied, and another has bolt hole spaced apart or long slot bore; During combination, four rectangle templates are in the be connected mode of position of stupefied selection of vertical stupefied the level with another of one of two adjacent templates, form inner chamber and enclose frame with the template that rectangular column to be built cross section matches.
Like this, only need to make a kind of template assembly of specification, basis rectangular column to be built cross section during construction, vertical stupefied the position that is connected with stupefied of level of choose reasonable adjacent forms, can satisfy the demand of building of various cross sections rectangular column, save many troubles such as the waste of material that causes according to each post sectional dimension of members batch processing, difficult management, construction inconvenience.
In order to improve rigidity, the utility model can be respectively or is taked simultaneously following behave:
1) described vertical stupefied with stupefied of level between the be connected diagonal bar of formation triangle rock-steady structure;
2) the described sheet frame frame construction supporting leg that is connected outward;
3) described sheet frame is connected outward towards the floor oblique of the extension that has a down dip.
Description of drawings
Below in conjunction with accompanying drawing, the utility model is further described.
Fig. 1 is the formwork structure schematic diagram of an embodiment of the utility model.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is L shaped back cord 3 structural representations of an embodiment of the utility model.
Fig. 4 is the template combination structure schematic diagram of an embodiment of the utility model.
Fig. 5 is the ruggedized construction schematic diagram of an embodiment of the utility model.
Fig. 6 is the hinged hanging box structural representation of an embodiment of the utility model.
Fig. 7 is the top view of Fig. 6.
In figure: the 1-housing; The 2-inside casing; 3-L shape back cord; The 4-panel; Stupefied of 5-level; The 6-bolt hole; The 7-diagonal bar; The 8-suspension ring; The 9-operating platform; The 10-supporting leg; The 11-floor oblique; The 12-connecting bolt; The 13-swivel pin; 14-hangs muscle.
The specific embodiment
Referring to the description of drawings specific embodiment of the utility model.The variable-area steel frame plywood square cross section column type mould assembly of the present embodiment comprises four detachable rectangle templates, the structure of each template as shown in Figure 1 and Figure 2, consisted of by the plywood panel 4 that is fixed on the sheet frame inner surface, sheet frame by rectangle housing 1 and wherein the inside casing 2 of gridiron structure form.Fixing upper and lower some roads channel-section steel level spaced apart is stupefied 5 in sheet frame, and vertical stupefied of the vertical with it channel-section steel that is connected is welded respectively at the sheet frame place of each level stupefied end, consists of L shaped back cord 3.Stupefied of level has respectively bolt hole spaced apart 6 with vertical stupefied.
In order to make L shaped back cord 3 firm, as shown in Figure 3, vertical stupefied with stupefied of level between the be connected double angle diagonal bar 7 of formation triangle rock-steady structure.
During construction, as shown in Figure 4, four rectangle templates are selected the be connected mode of position of bolt hole 6 with stupefied of vertical stupefied the level with another of one of two adjacent templates, form inner chambers by connecting bolt 12 and enclose frame with the template that rectangular column to be built cross section matches.
Before building, in order to strengthen the rigidity of square cross section column type mould assembly, can be connected outside sheet frame as one sees fit by the frame construction supporting leg 10 that forms of vertical extended element down again of horizontal-extending outwardly, and towards the steel pipe floor oblique 11 that has a down dip and extend.In addition, for convenient building operation, sheet frame upper outside fitting operation platform 9.
Consider that handling is convenient, a pair of suspension ring 8 are equipped with in each template top.Reinforce again the sectional dimension that combination more is conducive to guarantee the post member due to each template that consists of the square cross section column type mould assembly after accurately in place at the scene, thereby guarantee construction quality, the present embodiment also is furnished with four joint length and hangs muscle 14 with each length of side of rectangular column to be built cross section matches respectively, hang respectively that muscle one end has fourth of the twelve Earthly Branches mouth and the other end is shaped with tenon, the adjacent muscle Tenon of hanging is hinged by swivel pin 13 after joining; The sheet frame top of each template has the level perforation, after described four joints hang muscle and pass respectively the level perforation of each template, and the hinged hanging box that the hinged formation of head and the tail is connected as a single entity each template.Like this, four joints can be hung the level perforation that muscle launches to pass respectively according to the order of sequence each template, then close up and be hinged to hanging box, the template assembly one piece handling that is connected as a single entity can be arrived on-the-spot accurate location, relend and help connecting bolt 12, each template is fixedly secured, to carry out follow-up constructing operation.
Facts have proved, template assembly compact conformation, the integral rigidity of the present embodiment is good, the post mode cross section can be regulated, pacify and tear open conveniently; Can guarantee the dry concrete construction requirement, highly versatile; Overall cost is low, effective resource of having saved.
Claims (7)
1. variable-area square cross section column type mould assembly, it is characterized in that: comprise four detachable rectangle templates, described template is made of the panel that is fixed on the sheet frame inner surface; In described sheet frame, the fixing at least two road level that distributes up and down is stupefied, and the sheet frame place of described level stupefied end is connected vertical with it vertical stupefied, consists of L shaped back cord; Stupefied of described level has bolt hole with one of vertical stupefied, and another has bolt hole spaced apart or long slot bore; During combination, four rectangle templates are in the be connected mode of position of stupefied selection of vertical stupefied the level with another of one of two adjacent templates, form inner chamber and enclose frame with the template that rectangular column to be built cross section matches.
2. variable-area square cross section column type mould assembly according to claim 1 is characterized in that: described vertical stupefied with stupefied of level between the be connected diagonal bar of formation triangle rock-steady structure.
3. variable-area square cross section column type mould assembly according to claim 2 is characterized in that: the described sheet frame frame construction supporting leg that is connected outward.
4. variable-area square cross section column type mould assembly according to claim 3, is characterized in that: the floor oblique that described sheet frame is connected outward and extends towards having a down dip.
5. according to claim 1 or 4 described variable-area square cross section column type mould assemblies, it is characterized in that: also be furnished with four joint length and hang muscle with each length of side of rectangular column to be built cross section matches respectively, describedly hang respectively that muscle one end has fourth of the twelve Earthly Branches mouth and the other end is shaped with tenon, the adjacent muscle Tenon of hanging is hinged by swivel pin after joining; The sheet frame top of described each template has the level perforation, after described four joints hang muscle and pass respectively the level perforation of each template, and the hinged hanging box that the hinged formation of head and the tail is connected as a single entity each template.
6. variable-area square cross section column type mould assembly according to claim 5 is characterized in that: described sheet frame by the rectangle housing and wherein the inside casing of gridiron structure form.
7. variable-area square cross section column type mould assembly according to claim 6, is characterized in that: described sheet frame upper outside fitting operation platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220614503 CN202990419U (en) | 2012-11-19 | 2012-11-19 | Rectangular column template assembly with adjustable sections |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220614503 CN202990419U (en) | 2012-11-19 | 2012-11-19 | Rectangular column template assembly with adjustable sections |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202990419U true CN202990419U (en) | 2013-06-12 |
Family
ID=48561612
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220614503 Withdrawn - After Issue CN202990419U (en) | 2012-11-19 | 2012-11-19 | Rectangular column template assembly with adjustable sections |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202990419U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979300A (en) * | 2012-11-19 | 2013-03-20 | 中国核工业华兴建设有限公司 | Section-adjustable rectangular column framework assembly |
-
2012
- 2012-11-19 CN CN 201220614503 patent/CN202990419U/en not_active Withdrawn - After Issue
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102979300A (en) * | 2012-11-19 | 2013-03-20 | 中国核工业华兴建设有限公司 | Section-adjustable rectangular column framework assembly |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20130612 Effective date of abandoning: 20141210 |
|
| RGAV | Abandon patent right to avoid regrant |