CN204510812U - A kind of New Type Bracket column template - Google Patents
A kind of New Type Bracket column template Download PDFInfo
- Publication number
- CN204510812U CN204510812U CN201520170446.9U CN201520170446U CN204510812U CN 204510812 U CN204510812 U CN 204510812U CN 201520170446 U CN201520170446 U CN 201520170446U CN 204510812 U CN204510812 U CN 204510812U
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- bracket column
- overlay film
- composite board
- new type
- column template
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Abstract
A kind of New Type Bracket column template comprises overlay film composite board, split bolt, cushion block, back cord and steel pipe; Described overlay film composite board edge designs groove at 45 °; Described cushion block is isosceles right angle strip wooden unit; Described back cord covers in bracket column template; Described cushion block is arranged on the back cord of bracket column inclined-plane template; Described split bolt and the combined formation anchor ear of steel pipe, described anchor ear is fixed on bracket column.The beneficial effect of technical scheme described in the utility model is: have overall performance good, bracket end face to lower prop can one-time-concreting shaping, have good load transmit performance, overall structure has good anti-seismic performance; The external impression quality of structure of cast-in-situ concrete bracket column is good, decreases horizontal construction joint indwelling, and concreting below bracket end face is accomplished without any letup, and improves the external perception of structure; The technical program should have the feature with short construction period, effectively reduce construction cost, energy-conserving and environment-protective.
Description
Technical field
The utility model relates to building engineering field, particularly relates to a kind ofly once to construct to the template of bracket end face for cast-in-situ concrete bracket column.
Background technology
Along with the needs of plant designing, in mill construction construction, cast-in-situ concrete bracket column instead of the prefabricated bracket column construction of equipment examination gradually with its good overall anti-seismic performance.But in the construction technological process of existing cast-in-situ concrete bracket, due to the factor that post is high, often need section construction to bracket end face and capital, the level caused thus leaves hidden danger to the improper meeting for the treatment of of construction joints to the safety of structure.
Therefore, cast-in-place bracket is one-time formed installs template to need proposition one allow.
Summary of the invention
The utility model is for the deficiencies in the prior art, and a kind of New Type Bracket column template of proposition, after described formwork erection completes, bracket end face completes to lower prop one-time-concreting, makes bracket column have good load transitivity.
A kind of New Type Bracket column template comprises overlay film composite board, split bolt, cushion block, back cord and steel pipe; Described overlay film composite board edge designs groove at 45 °; Described cushion block is isosceles right angle strip wooden unit;
Mutually agree with between described overlay film composite board and overlay film composite board and form bracket column template; For the plane place of New Type Bracket column template, mutually agreed with by 45 ° of grooves between overlay film composite board and overlay film composite board and form complete plane; For the junction in New Type Bracket column template face and face, A overlay film composite board 45 ° of groove inclined-planes combine with the multiple-plate long limit of B film, and the multiple-plate 45 ° of groove inclined-planes of B film and the multiple-plate minor face face of A overlay film are in same plane;
Described back cord covers in bracket column template; Described cushion block is arranged on the back cord of bracket column inclined-plane template; Described split bolt and the combined formation anchor ear of steel pipe, described anchor ear is fixed on bracket column.
Further, described back cord is strip flitch or steel pipe.
Further, sponge strip is pasted at described template 5mm place below concrete joint stubble position.
Further, described anchor ear is steel pipe.
The beneficial effect of technical scheme described in the utility model is: utilize New Type Bracket column template cast-in-situ concrete bracket column of the present invention, there is overall performance good, bracket end face to lower prop can one-time-concreting shaping, have good load and transmit performance, overall structure has good anti-seismic performance; The external impression quality of structure of cast-in-situ concrete bracket column is good, decreases horizontal construction joint indwelling, and concreting below bracket end face is accomplished without any letup, and improves the external perception of structure; Described New Type Bracket column template, entirety has that method of operating is simple, and construction benefit is high, and difficulty of construction is low, and speed is fast, and monobloc cast decreases the consumption of people that segmentation builds, material, machine, shortens construction period, reduces construction cost, energy-conserving and environment-protective.
Accompanying drawing explanation
Fig. 1 a kind of New Type Bracket column template overall structure schematic diagram described in the utility model;
The face of Fig. 2 a kind of New Type Bracket column template described in the utility model with junction, face overlay film composite board in conjunction with schematic diagram;
In figure: 1, back cord, 2, cushion block, 3, split bolt, 4, steel pipe, 5, overlay film composite board.
Detailed description of the invention
As shown in Figure 1, a kind of New Type Bracket column template comprises overlay film composite board 5, split bolt 3, cushion block 2, back cord 1 and steel pipe 4; Described overlay film composite board 5 edge designs groove at 45 °; Described cushion block 2 is isosceles right angle strip wooden unit.
Mutually agree with between described overlay film composite board and overlay film composite board and form bracket column template; For the plane place of New Type Bracket column template, mutually agreed with by 45 ° of grooves between overlay film composite board and overlay film composite board and form complete plane; For the junction in New Type Bracket column template face and face, as shown in Figure 2, A overlay film composite board 45 ° of groove inclined-planes combine with the multiple-plate long limit of B film, and the multiple-plate 45 ° of groove inclined-planes of B film and the multiple-plate minor face face of A overlay film are in same plane; Described back cord covers in bracket column template; Described cushion block is arranged on the back cord of bracket column inclined-plane template; Described split bolt and the combined formation anchor ear of steel pipe, described anchor ear is fixed on bracket column.
The step implementing technical scheme described in the utility model is:
According to design specifications, surveying setting-out, then by bracket column reinforcing bar binding to lower prop and bracket intersection, then carry out the colligation of bracket joint bar.Two bracket column notices that bracket reinforcing bar is avoided allowing post corner indulge muscle, and reinforcing bar symmetry in both sides is installed.
According to design specifications, level and vertical built-in fitting are installed.
Cast-in-situ concrete bracket column adopts edge through the overlay film composite board on-site consolidation of 45 ° of groove process, is with flitch as back cord, and employing steel pipe and the reinforcing of split bolt anchor ear, serve as operating desk platform by top board mould bases and diagonal brace is reinforced.
Adopt the ordinary concrete of aggregate size 5 to 25 millimeters of scopes strictly to carry out placement layer by layer, rationally vibrate.Concreting is manually thrown in ad eundem and is subtracted stone mortar.
After having built, carry out stripping after reasonable maintenance according to specification.
Claims (4)
1. a New Type Bracket column template, is characterized in that: described New Type Bracket column template comprises overlay film composite board, split bolt, cushion block, back cord and steel pipe; Described overlay film composite board edge designs groove at 45 °; Described cushion block is isosceles right angle strip wooden unit;
Mutually agree with between described overlay film composite board and overlay film composite board and form bracket column template; For the plane place of New Type Bracket column template, mutually agreed with by 45 ° of grooves between overlay film composite board and overlay film composite board and form complete plane; For the junction in New Type Bracket column template face and face, A overlay film composite board 45 ° of groove inclined-planes combine with the multiple-plate long limit of B film, and the multiple-plate 45 ° of groove inclined-planes of B film and the multiple-plate minor face face of A overlay film are in same plane;
Described back cord covers in bracket column template; Described cushion block is arranged on the back cord of bracket column inclined-plane template; Described split bolt and the combined formation anchor ear of steel pipe, described anchor ear is fixed on bracket column.
2. a kind of New Type Bracket column template as claimed in claim 1, is characterized in that: described back cord is strip flitch or steel pipe.
3. a kind of New Type Bracket column template as claimed in claim 1, is characterized in that: sponge strip is pasted at described template 5mm place below concrete joint stubble position.
4. a kind of New Type Bracket column template as claimed in claim 1, is characterized in that: described anchor ear is steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520170446.9U CN204510812U (en) | 2015-03-25 | 2015-03-25 | A kind of New Type Bracket column template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520170446.9U CN204510812U (en) | 2015-03-25 | 2015-03-25 | A kind of New Type Bracket column template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204510812U true CN204510812U (en) | 2015-07-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520170446.9U Active CN204510812U (en) | 2015-03-25 | 2015-03-25 | A kind of New Type Bracket column template |
Country Status (1)
| Country | Link |
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| CN (1) | CN204510812U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111719513A (en) * | 2020-07-07 | 2020-09-29 | 山东临沂水利工程总公司 | One-time pouring method for gate pier and steel sleeve corbel |
-
2015
- 2015-03-25 CN CN201520170446.9U patent/CN204510812U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111719513A (en) * | 2020-07-07 | 2020-09-29 | 山东临沂水利工程总公司 | One-time pouring method for gate pier and steel sleeve corbel |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |