CN202707066U - Manual hole digging pile wall-protecting integral template - Google Patents
Manual hole digging pile wall-protecting integral template Download PDFInfo
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- CN202707066U CN202707066U CN 201220385211 CN201220385211U CN202707066U CN 202707066 U CN202707066 U CN 202707066U CN 201220385211 CN201220385211 CN 201220385211 CN 201220385211 U CN201220385211 U CN 201220385211U CN 202707066 U CN202707066 U CN 202707066U
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Abstract
The utility model relates to a manual hole digging pile wall-protecting integral template, and belongs to the construction template field. The template comprises a plurality of main templates, main template supports, lengthened rods, a slinging frame and a plurality of lengthened templates. The main templates are arch-shaped templates and symmetrically distributed with one another, and one lengthened template is connected between every two adjacent main templates to form a round whole template. The slinging frame is arranged at the center of the round whole template and connected with the main templates through crosses, the lengthened rods and the main template supports connected with the lengthened rods. During operation, the aim of supporting can be achieved by placing the crosses of the slinging frame and the lengthened rods on a horizontal plane. When the template is disassembled, buckle pieces of the main templates and the lengthened templates are loosened, the slinging frame is slung, and the template is disconnected with manual hole digging pile wall-protecting inner barrel concrete. The template has the advantages of being convenient to install and disassemble, simple to operate, convenient and fast to construct, economical, practical, and capable of being used repeatedly.
Description
Technical field
The utility model relates to a kind of man-made digging pile mould-pipe monolithic masterplate, and mainly the construction for man-made digging pile mould-pipe designs.Belong to building circulation material field.
Background technology
In the construction of man-made digging pile mould-pipe template, mostly adopt wooden form or combined steel template, construct more loaded down with trivial details, holding time is long, need material working tool a lot, workman's amount of labour is large, and transport of materials is stacked and inconvenience, and material consumption is also larger, not economical rationality, and when construction safety of workers also be difficult to ensure, sometimes also can affect the duration.
Summary of the invention
For addressing the above problem, the utility model provides a kind of man-made digging pile mould-pipe monolithic template.
The utility model is realized with following technical scheme: a kind of man-made digging pile mould-pipe monolithic template.It comprises a plurality of master modules, master module support, extension bar, upending frame and a plurality of lengthening template; Described master module is Arc moulding board, and a plurality of master modules are arranged symmetrically, connect the lengthening template and form a circular integral mold plate between every adjacent two master modules; Home position at circular integral mold plate is installed upending frame, and described upending frame is installed in upper and lower two crosses at center pillar two ends by center pillar, level and the suspension ring that are installed on the upper cross form; Upending frame is connected with each master module by its cross, extension bar and each master module support of being connected with extension bar.
Know-why of the present utility model is: utilize rod member to be articulated and connected to rotate easily principle, can adjusting template and the distance of retaining wall face, and directly be lifted to the man-made digging pile mould-pipe working face with tower crane (or other Lifting implementses).During operation, as long as cross and the extension bar of upending frame placed the purpose that just can reach formwork on the horizontal plane.When needing adjustment elevator shaft inner core to touch size, just can achieve the goal as long as adjust the turnbuckle of extension bar.Increase the lengthening template and can regulate the man-made digging pile mould-pipe diameter dimension.
During form removal, as long as unclamp master module and the fastener that lengthens template, with tower crane (or other Lifting implementses) upending frame is sling, template and man-made digging pile mould-pipe inner core concrete will be thrown off.
The beneficial effects of the utility model are: make things convenient for the installation and removal of man-made digging pile mould-pipe template, and simple to operate, be convenient to rapid construction, economical and practical, and can be repeatedly used remarkable in economical benefits.
Description of drawings
Fig. 1 is man-made digging pile mould-pipe monolithic masterplate working state schematic representation;
Fig. 2 is the master module structural representation;
Fig. 3 is the upending frame structural representation.
Among the figure: the 1-master module; 1.1-panel; 1.2-top rail is stupefied; 1.3-the limit is perpendicular stupefied; 1.4-in perpendicular stupefied; 1.5-crosspiece; 1.6-bottom rail is stupefied; The 2-master module supports; The 3-extension bar; The 4-upending frame; 4.1-suspension ring; 4.2-cross; 4.3-center pillar; 5-lengthens template.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is further specified.
As shown in figures 1 and 3, man-made digging pile mould-pipe monolithic template comprises 4 master modules 1, master module support 2, extension bar 3, upending frame 4 and 4 lengthening templates 5; Described master module 1 is Arc moulding board, and 4 master modules are arranged symmetrically, connect lengthening template 5 and form a circular integral mold plate between every adjacent two master modules, and master module 1 adopts fastener to be connected with lengthening template 5; Home position at circular integral mold plate is installed upending frame 4, and described upending frame 4 is installed in upper and lower two crosses 4.2 at center pillar two ends by center pillar 4.3, level and the suspension ring 4.1 that are installed on the upper cross form; Upending frame 4 is connected with each master module 1 by its cross 4.2, extension bar 3 and each master module support 2 of being connected with extension bar 3.
As shown in Figure 2, master module 1 is comprised of curved panel 1.1 and the steel frame that is installed on curved panel 1.1 intrados; Described steel frame is stupefied 1.2 by the arc top rail, stupefied 1.6, two limits of arc bottom rail perpendicular stupefied 1.3, one be arranged in the middle of two limits perpendicular stupefied 1.3 with limit perpendicular stupefied parallel perpendicular stupefied 1.4 and two ends be connected to two limits erect on stupefied 1.3 with top rail stupefied with stupefied parallel a plurality of arc crosspieces 1.5 frameworks that cooperate with curved panel 1.1 that form of bottom rail.Long 1 meter of master module, wide 0.6 meter.
Above-mentioned curved panel 1.1 is made by 1-1.5 millimeters thick steel plate, and employing is welded to connect between the steel frame; Or local with self-tapping screw or rivet connection.
Described arc top rail stupefied 1.2 and arc bottom rail stupefied 1.6 and limit perpendicular stupefied 1,3, in adopt between perpendicular stupefied 1.4 and be welded to connect; Arc top rail stupefied 1.2 is to bend with square steel pipe to form with arc bottom rail stupefied 1.6, and the limit perpendicular stupefied 1.3, in adopts between perpendicular stupefied 1.4 and is welded to connect, and adopt between the template and be welded to connect, or with self-tapping screw or rivet connection.The present embodiment is that the square steel pipe with 0,6 meter of the length of side 30 millimeters long bends and forms.
The perpendicular stupefied 1.3 usefulness steel plate bars in described limit are made, and centre, 100 millimeters places and 250-300 millimeter place, interval are useful on the circular hole that fastener connects usefulness at the distance both ends.Long 1 meter of steel plate bar, wide 40 millimeters, thickness 3-6 millimeter, 12 millimeters of Circularhole diameters.
Perpendicular stupefied 1.4 is to make with square steel pipe in described, and upper arc is stupefied 1.2, adopt between the arc lower horizontal stupefied 1.6 and be welded to connect; The present embodiment is to make with the square steel pipe of 0.6 meter of the length of side 30 millimeters long.
The spacing 400-500 millimeter that the arc crosspiece is 1.5, and the limit perpendicular stupefied, in perpendicular the employing between stupefied be welded to connect, when conflict with stupefied upper fastener connecting hole position, limit in the horizontal stupefied position of arc, the position of adjustment arc crosspiece;
It is the triangular support that are made by square steel pipe that described master module supports 2, and, arc bottom rail stupefied 1.6 stupefied 1.2 with the arc top rail is welded into integral body, and the arc top rail is stupefied 1.2, the angle between the arc bottom rail stupefied 1.6 is between 30 °-45 °; Master module support 2 and extension bar between for being articulated and connected.The square steel pipe length of side is 30 millimeters,
As shown in Figure 3, upending frame is comprised of suspension ring 4.1, cross 4.2, center pillar 4.3; Suspension ring 4.1 are the annulus that are connected into steel bar welding, and internal radius is not less than 200 millimeters; Cross is to be welded with two long channel-section steels of 300 millimeters; 30 millimeters of bar diameters, channel-section steel are No. 6 channel-section steels.Top cross top center and suspension ring 4.1 are welded to connect; The center pillar that welding is made by No. 6 channel-section steels between the cross up and down.
Lengthen template and be the measure of the lengthening template of taking for the size that meets design requirement, lengthen template and served as by combined steel formwork, length is 1 meter.It is several that width is respectively 100 millimeters, 150 millimeters, 200 millimeters, 300 millimeters, selects as required during use.
When the every cutting depth of hand excavated pile surpasses 1 meter, just need to carry out the retaining wall reinforced concrete construction.At this moment the retaining wall reinforcement installation is put in place, formwork hoisting puts in place, just can build breast wall concrete.
During work, place the horizontal level master module to strut upending frame and extension bar, the length of regulating extension bar just can realize the interior cylinder size of man-made digging pile mould-pipe of designing requirement.During man-made digging pile mould-pipe template formwork, because the hand excavated pile diameter dimension is had nothing in common with each other, between master module, be provided with the lengthening template.Concrete curing during form removal, will lengthen first formwork with fastener-style and unclamp, takes out after the enough intensity, with lifting appliance suspension ring be sling, because it all is hinged that extension bar and upending frame and master module support, during lifting, master module will leave concrete surface, and template is moved on just can be as required.
Claims (10)
1. man-made digging pile mould-pipe monolithic template is characterized in that: it comprises that a plurality of master modules (1), master module support (2), extension bar (3), upending frame (4) and a plurality of lengthening template (5); Described master module (1) is Arc moulding board, and a plurality of master modules are arranged symmetrically, connect lengthening template (5) and form a circular integral mold plate between every adjacent two master modules; At the home position of circular integral mold plate upending frame (4) is installed, described upending frame (4) is installed in upper and lower two crosses (4.2) at center pillar two ends by center pillar (4.3), level and the suspension ring (4.1) that are installed on the upper cross form; Upending frame (4) is connected with each master module (1) by its cross (4.2), extension bar (3) and each master module support (2) of being connected with extension bar (3).
2. man-made digging pile mould-pipe monolithic template according to claim 1 is characterized in that: described master module (1) is comprised of curved panel (1.1) and the steel frame that is installed on curved panel (1.1) intrados; Described steel frame by arc top rail stupefied (1.2), arc bottom rail stupefied (1.6), two limits perpendicular stupefied (1.3), one be arranged in the middle of two limits perpendicular stupefied (1.3) with limit perpendicular stupefied parallel perpendicular stupefied (1.4) and two ends be connected to two limits erect stupefied (1.3) upward with the stupefied framework that cooperates with curved panel (1.1) that forms with the stupefied parallel a plurality of arc crosspieces (1.5) of bottom rail of top rail.
3. man-made digging pile mould-pipe monolithic template according to claim 2, it is characterized in that: described curved panel (1.1) is made by 1-1.5 millimeters thick steel plate, and adopts between the steel frame and be welded to connect; Or local with self-tapping screw or rivet connection.
4. man-made digging pile mould-pipe monolithic template according to claim 1 is characterized in that: described master module (1) with lengthen template (5) and adopt fastener to be connected.
5. man-made digging pile mould-pipe monolithic template according to claim 2 is characterized in that: described arc top rail stupefied (1.2) and arc bottom rail stupefied (1.6) and limit perpendicular stupefied (1,3), in adopt between perpendicular stupefied (1.4) and be welded to connect; Described arc top rail stupefied (1.2) and arc bottom rail stupefied (1.6) are to bend with square steel pipe to form, with limit perpendicular stupefied (1,3), in adopts between perpendicular stupefied (1.4) and is welded to connect, and adopt between the template and be welded to connect, or with self-tapping screw or rivet connection.
6. man-made digging pile mould-pipe monolithic template according to claim 2, it is characterized in that: described limit perpendicular stupefied (1.3) are made with the steel plate bar, and centre, 100 millimeters places and 250-300 millimeter place, interval are useful on the circular hole that fastener connects usefulness at the distance both ends.
7. man-made digging pile mould-pipe monolithic template according to claim 2 is characterized in that: perpendicular stupefied (1.4) are to make with square steel pipe in described, and adopt between the upper arc stupefied (1.2), arc lower horizontal stroke stupefied (1.6) and be welded to connect;
8. man-made digging pile mould-pipe monolithic template according to claim 1, it is characterized in that: it is the triangular support that is made by square steel pipe that described master module supports (2), be welded into integral body with arc top rail stupefied (1.2), arc bottom rail stupefied (1.6), and the angle between the arc top rail stupefied (1.2), arc bottom rail stupefied (1.6) is between 30 °-45 °; Master module supports between (2) and the extension bar as being articulated and connected.
9. man-made digging pile mould-pipe monolithic template according to claim 1, it is characterized in that: described extension bar (3) is made with turnbuckle, and master module supports to adopt between (2) and the upending frame (4) and is articulated and connected.
10. man-made digging pile mould-pipe monolithic template according to claim 9, it is characterized in that: described suspension ring (4.1) are the annulus that is connected into steel bar welding, internal radius is not less than 200 millimeters; Cross is to be welded with two long channel-section steels of 300 millimeters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220385211 CN202707066U (en) | 2012-08-05 | 2012-08-05 | Manual hole digging pile wall-protecting integral template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220385211 CN202707066U (en) | 2012-08-05 | 2012-08-05 | Manual hole digging pile wall-protecting integral template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202707066U true CN202707066U (en) | 2013-01-30 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220385211 Expired - Fee Related CN202707066U (en) | 2012-08-05 | 2012-08-05 | Manual hole digging pile wall-protecting integral template |
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| Country | Link |
|---|---|
| CN (1) | CN202707066U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386438A (en) * | 2015-10-19 | 2016-03-09 | 中铁城建集团第三工程有限公司 | Manual hole digging pile arm guard suspension construction formwork system and construction method thereof |
| CN111172983A (en) * | 2020-02-17 | 2020-05-19 | 中冶建工集团有限公司 | Foldable manual hole digging pile dado template |
| CN111350187A (en) * | 2018-12-20 | 2020-06-30 | 中铁建设集团有限公司 | Template system suitable for large-diameter manual hole digging annular foundation pile and construction method |
-
2012
- 2012-08-05 CN CN 201220385211 patent/CN202707066U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105386438A (en) * | 2015-10-19 | 2016-03-09 | 中铁城建集团第三工程有限公司 | Manual hole digging pile arm guard suspension construction formwork system and construction method thereof |
| CN111350187A (en) * | 2018-12-20 | 2020-06-30 | 中铁建设集团有限公司 | Template system suitable for large-diameter manual hole digging annular foundation pile and construction method |
| CN111172983A (en) * | 2020-02-17 | 2020-05-19 | 中冶建工集团有限公司 | Foldable manual hole digging pile dado template |
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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: 20130130 Termination date: 20150805 |
|
| EXPY | Termination of patent right or utility model |