CN203891462U - Form erecting device for fair-faced concrete independent columns - Google Patents
Form erecting device for fair-faced concrete independent columns Download PDFInfo
- Publication number
- CN203891462U CN203891462U CN201420261148.6U CN201420261148U CN203891462U CN 203891462 U CN203891462 U CN 203891462U CN 201420261148 U CN201420261148 U CN 201420261148U CN 203891462 U CN203891462 U CN 203891462U
- Authority
- CN
- China
- Prior art keywords
- erecting device
- column
- clear
- insulated column
- water concrete
- 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.)
- Expired - Fee Related
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a form erecting device for fair-faced concrete independent columns, and belongs to the field of building construction. The form erecting device for the fair-faced concrete independent columns is designed for mounting formworks for the fair-faced concrete independent columns and comprises the column formworks (1), vertical ridges (2), column tying steel channels (3), split bolts (4), diagonal bracings (5) or wind cables (6). The column formworks (1), the vertical ridges (2), the column tying steel channels (3), the split bolts (4), the diagonal bracings (5) or the wind cables (6) are fixedly connected with one another. The form erecting device has the advantages that forms of fair-faced concrete independent column structures can be assuredly reliably erected, and deformation of members in construction procedures can be prevented.
Description
Technical field
The utility model is the clear-water concrete insulated column template in building operations, belongs to the realm of building construction.
Background technology
Clear-water concrete insulated column easily produces perpendicularity deviation, highly larger, just more easily produces vertical missing; In addition, highly larger, during concreting, the lateral pressure of template is just larger, is easy to produce swollen mould; The quality of clear-water concrete insulated column formwork erection directly affects the impression quality of the clear-water concrete of building.Therefore, handle clear-water concrete insulated column template problem well extremely important.With the utility model, can address these problems.
Summary of the invention
For solving clear-water concrete insulated column, prop up modulus problem, the utility model adopts the vertical rigidity of perpendicular stupefied reinforced column template, with the horizontal rigidity of tie reinforced column template, with bearing diagonal and cable rope, guarantee the device of the verticality of column template, guarantee that clear-water concrete insulated column erecting device is safe reliable; The specific practice of this programme is:
As shown in Figure 1, clear-water concrete insulated column erecting device is comprised of column template 1, perpendicular stupefied 2, tie channel-section steel 3, split bolt 4, diagonal brace 5 or cable rope 6, and each parts are fixedly connected with.
Described column template 1 is the tabular component along the elongated setting of post short transverse, preferential recommend adoption combination steel bamboo mucus large module.
Described perpendicular stupefied 2 is to have the leverage member of opposing cast-in-situ concrete to the strength and stiffness of form lateral pressure, and preferential to recommend to select cross section be that the lumps of wood of 50 * 100 millimeters is made, and adopts iron nail to be connected with large bamboo plywood form 1; During formwork, the short transverse in perpendicular stupefied 2 cross sections, perpendicular to template face, is erected 250 millimeters of stupefied 2 center to center distance.
The tie channel-section steel 3 of described clear-water concrete insulated column erecting device can be by column template and the perpendicular stupefied integral body that connects into, and there is the member of opposing cast-in-situ concrete to the strength and stiffness of form lateral pressure, preferential recommend adoption is made tie with No. 6 channel-section steels, 500 millimeters of spacing.
The feature of described split bolt 4 is tie can be connected into integral body, and has the member of opposing cast-in-situ concrete to the intensity of form lateral pressure, and preferential recommendation controlled template face not swollen mould when concrete construction with split bolt 4.
Described diagonal brace 5 be the leverage member of adjusting and guarantee column template verticality, preferential recommend adoption scaffolding steel pipe is made bearing diagonal.
Described cable rope 6 is adjust and guarantee that the rope of column template verticality is member, and preferential recommend adoption wire rope, turnbuckle, earth anchor form cable rope.
(1), when insulated column higher primary school is during in 6 meters, the verticality of adjusting insulated column adopts diagonal brace 5 to adjust and support;
(2), when insulated column is tall and big in 6 meters, while being less than 10 meters, the verticality of adjusting insulated column adopts cable rope 6 to adjust and support; At insulated column four sides, apart from insulated column 5-6 rice place far away, install earth anchor, by wire rope inclined to being connected with capital tie channel-section steel 3, wire rope is installed turnbuckle apart from 1-1.5 rice, ground, utilize turnbuckle fastening steel wire rope, just can make the verticality of insulated column be adjusted;
(3) tall and big during in 10 meters when insulated column, often exceed 5 meters, set up cable rope one, the verticality of adjusting insulated column adopts cable rope adjustment support.
accompanying drawing explanation:
Fig. 1 clear-water concrete insulated column cross section template schematic diagram;
Fig. 2 clear-water concrete independence cornice diagonal brace formwork facade organigram;
Fig. 3 clear-water concrete independence cornice cable rope formwork facade organigram;
In figure: 1-column template; 2-is perpendicular stupefied; 3-tie channel-section steel; 4-split bolt; 4.1-screw rod; 4.2-pad; 4.3-nut; 5-diagonal brace; 6-cable rope; 6.1-wire rope; 6.2-turnbuckle; 6.3-earth anchor.
The specific embodiment
embodiment 1
As shown in Figure 1,600 * 600 millimeters, certain engineering clear-water concrete insulated column cross section, market, high 5 meters, select combination steel large bamboo plywood form to make column template 1,50 * 100 millimeters perpendicular stupefied 2 make template stiffening rib, 250 millimeters of spacing, make tie with No. 6 channel-section steels, 500 millimeters of spacing, control template face not swollen mould when concrete construction with split bolt 4.
After the complete acceptance(check) of insulated column reinforcing bar binding, press shown in Fig. 1, combination steel bamboo glue column template 1 use fastener is connected and is arranged on shear wall outside dimension line, prop up the periphery that is located at cast-in-place concrete shear wall structure 5 to be onstructed, with perpendicular stupefied 2 supportings, be fixed on the periphery of bamboo glue column template 1, tie channel-section steel 3 and split bolt 4 be installed, according to installing diagonal brace 6 shown in Fig. 2, adjust horizontal level and the verticality of template, fastening split bolt after acceptance(check).
embodiment 2
As shown in Figure 1,1200 * 1200 millimeters, certain viaduct engineering clear-water concrete insulated column cross section, high 9 meters, select combination steel bamboo glue column template 1 to make column template, 50 * 100 millimeters perpendicular stupefied 2 make template stiffening rib, 250 millimeters of spacing, make tie with No. 6 channel-section steels, 400 millimeters of spacing, control template face not swollen mould when concrete construction with split bolt 4.
After the complete acceptance(check) of insulated column reinforcing bar binding, press shown in Fig. 1, combination steel bamboo glue column template 1 use fastener is connected and is arranged on shear wall outside dimension line, prop up the periphery that is located at cast-in-place concrete shear wall structure to be onstructed, with perpendicular stupefied 2 supportings, be fixed on the periphery of bamboo glue column template 1, tie channel-section steel 3 and split bolt 4 are installed, according to installing cable rope 6 shown in Fig. 3, rotation turnbuckle 6.2, horizontal level and the verticality of adjustment template, fastening split bolt after acceptance(check).
Claims (7)
1. clear-water concrete insulated column erecting device, is characterized in that, column template (1), perpendicular stupefied (2), tie channel-section steel (3), split bolt (4), diagonal brace (5) or cable rope (6), consists of, and each parts are fixedly connected with.
2. clear-water concrete insulated column erecting device claimed in claim 1, is characterized in that, described column template (1) is the tabular component along the elongated setting of post short transverse.
3. clear-water concrete insulated column erecting device claimed in claim 1, is characterized in that, described perpendicular stupefied (2) are to have the leverage member of opposing cast-in-situ concrete to the strength and stiffness of form lateral pressure.
4. clear-water concrete insulated column erecting device claimed in claim 1, is characterized in that, described tie channel-section steel (3) can stupefiedly connect into wholely with perpendicular by column template, and has the member of opposing cast-in-situ concrete to the strength and stiffness of form lateral pressure.
5. clear-water concrete insulated column erecting device claimed in claim 1, is characterized in that, the feature of described split bolt (4) is tie can be connected into integral body, and has the member of opposing cast-in-situ concrete to the intensity of form lateral pressure.
6. clear-water concrete insulated column erecting device claimed in claim 1, is characterized in that, described diagonal brace (5) is the leverage member of adjusting and guarantee column template verticality.
7. clear-water concrete insulated column erecting device claimed in claim 1, is characterized in that, described cable rope (6) is adjust and guarantee that the rope of column template verticality is member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420261148.6U CN203891462U (en) | 2014-05-21 | 2014-05-21 | Form erecting device for fair-faced concrete independent columns |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420261148.6U CN203891462U (en) | 2014-05-21 | 2014-05-21 | Form erecting device for fair-faced concrete independent columns |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203891462U true CN203891462U (en) | 2014-10-22 |
Family
ID=51717878
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420261148.6U Expired - Fee Related CN203891462U (en) | 2014-05-21 | 2014-05-21 | Form erecting device for fair-faced concrete independent columns |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203891462U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453219A (en) * | 2014-12-17 | 2015-03-25 | 中建六局土木工程有限公司 | Construction method employing hoop lock type sizing fixture to reinforce column forms |
| CN104790659A (en) * | 2015-04-15 | 2015-07-22 | 中国建筑第二工程局有限公司 | Flexible reinforcing system of concrete column formworks and concrete column construction method |
| CN108375506A (en) * | 2018-04-24 | 2018-08-07 | 浙江大学 | The experimental rig of the vertical load of fixed eccentric compression concrete column |
| CN111075191A (en) * | 2019-12-10 | 2020-04-28 | 马鞍山智聚信息科技有限公司 | A formwork subassembly for circular muddy earth pillar |
-
2014
- 2014-05-21 CN CN201420261148.6U patent/CN203891462U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104453219A (en) * | 2014-12-17 | 2015-03-25 | 中建六局土木工程有限公司 | Construction method employing hoop lock type sizing fixture to reinforce column forms |
| CN104790659A (en) * | 2015-04-15 | 2015-07-22 | 中国建筑第二工程局有限公司 | Flexible reinforcing system of concrete column formworks and concrete column construction method |
| CN108375506A (en) * | 2018-04-24 | 2018-08-07 | 浙江大学 | The experimental rig of the vertical load of fixed eccentric compression concrete column |
| CN111075191A (en) * | 2019-12-10 | 2020-04-28 | 马鞍山智聚信息科技有限公司 | A formwork subassembly for circular muddy earth pillar |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204098463U (en) | Builder's jack | |
| CN203891462U (en) | Form erecting device for fair-faced concrete independent columns | |
| CN204040446U (en) | The shaped steel suspension scaffolding structure | |
| CN105862602B (en) | The convertible template system and its construction method of hollow concrete leaning tower | |
| CN202913420U (en) | Reusable positioning device for installing foundation bolts | |
| CN105133830A (en) | Formwork reinforcing system replacing wood with steel and construction technology thereof in external wall construction | |
| CN207513157U (en) | A kind of expansion joint shear wall formwork | |
| CN204983662U (en) | To drawing screw rod and steel pipe framed bent combination unilateral formwork device | |
| CN102953546A (en) | Construction method for mounting deformation joint template at double walls | |
| CN103821333A (en) | Construction method for overhung scaffold with detachable triangular supports | |
| CN201747060U (en) | Assembly type formwork truss support | |
| CN105672568A (en) | Stratified casting construction method of super-large-section stiffened concrete transfer beam | |
| CN204212447U (en) | Door and window concrete arch lintel strengthening construction device | |
| CN205636516U (en) | Convertible template system of hollow concrete leaning tower | |
| CN108005381B (en) | Reinforced structure of steel reinforced concrete template and construction method | |
| CN202689344U (en) | Tensioning bar connecting device | |
| CN204960300U (en) | Steel bar truss template of steel bar truss floor and on --spot ligature floor | |
| CN204626961U (en) | A kind of steel form trussed construction of swallow-tail form large-sized concrete pier stud | |
| CN204385921U (en) | Clear-water concrete wall column joint bar fastening devices | |
| CN204001741U (en) | Clear-water concrete connects wall column formwork | |
| CN105422140A (en) | Template supporting device for concrete supporting construction of shaft and lane engineering | |
| CN102767378A (en) | Method for constructing distyle tunnel portal by framed bent | |
| CN104806018A (en) | Construction technology of steel frame and wood form type combined formwork | |
| CN106567538B (en) | A kind of positioning mold of toilet concrete flanging | |
| CN104563515A (en) | Template bracing structure for ultrahigh shear wall and construction method thereof |
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: 20141022 Termination date: 20150521 |
|
| EXPY | Termination of patent right or utility model |