CN204435875U - The syndeton of more than two layers fair-faced concrete outer wall template systems and external scaffolding - Google Patents
The syndeton of more than two layers fair-faced concrete outer wall template systems and external scaffolding Download PDFInfo
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- CN204435875U CN204435875U CN201420787095.1U CN201420787095U CN204435875U CN 204435875 U CN204435875 U CN 204435875U CN 201420787095 U CN201420787095 U CN 201420787095U CN 204435875 U CN204435875 U CN 204435875U
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- keel
- wall template
- drawknot
- external scaffolding
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Abstract
The utility model provides the syndeton of a kind of more than two layers fair-faced concrete outer wall template systems and external scaffolding, described outer wall template system is included in the upper strata outer wall template that lower floor's exterior wall of having constructed is installed and the keel being installed on described upper strata outer wall template, described syndeton comprises: shore, comprises and stays on shoring end and being connected to the link of described external scaffolding on described keel; Pull bar, comprises the first drawknot end of drawknot on described keel and drawknot in the second drawknot end of described external scaffolding.The utility model by run through be connected to described upper strata outer wall template between keel and described external scaffolding, shore and pull bar are set, the power of shoring that shore is applied keel and pull bar are in a balancing of stresses state to the draw knot force that keel apply, solve existing high-rise outer wall template steadiness not enough, easily the problem such as to come off, and then make high-rise outer wall template more firm, difficult drop-off.
Description
Technical field
The utility model relates to technical field of buildings, is specifically related to the syndeton of a kind of more than two layers fair-faced concrete outer wall template systems and external scaffolding.
Background technology
Existing high-rise outer wall, in work progress, first can be installed high-rise outer wall template in the both sides of the low layer exterior wall completing construction, then between template, inject concrete.But in above-mentioned work progress, the steadiness of high-rise outer wall template is not enough, easily comes off, accidents caused safety.
Utility model content
For overcoming the defect existing for prior art, now provide the syndeton of a kind of more than two layers fair-faced concrete outer wall template systems and external scaffolding, with solve existing high-rise outer wall template steadiness not enough, easily the problem such as to come off.
For achieving the above object, the syndeton of a kind of more than two layers fair-faced concrete outer wall template systems and external scaffolding, described outer wall template system is included in and completes the upper strata outer wall template that lower floor's exterior wall of construction is installed and the keel being installed on described upper strata outer wall template, described syndeton comprises: shore, comprises and stays on shoring end and being connected to the link of described external scaffolding on described keel; Pull bar, comprises the first drawknot end of drawknot on described keel and drawknot in the second drawknot end of described external scaffolding.
The further improvement of the utility model syndeton is, described second drawknot end is provided with " 3 " the type card be stuck on described external scaffolding.
The further improvement of the utility model syndeton is, described " 3 " type card is stuck in the junction of described shore and described external scaffolding.
The further improvement of the utility model syndeton is, described keel comprise internal layer keel and outer keel, described end of shoring stays on described outer keel, described first drawknot end drawknot is on described outer keel, described syndeton also comprises: hound, comprises the first diagonal brace end of diagonal brace on described internal layer keel and the second diagonal brace end of diagonal brace on lower floor's floor.
The further improvement of the utility model syndeton is, described lower floor floor is provided with earth anchor, and described second diagonal brace end diagonal brace is in described earth anchor.
The beneficial effects of the utility model are:
1) by run through be connected to described upper strata outer wall template between keel and described external scaffolding, shore and pull bar are set, the power of shoring that shore is applied keel and pull bar are in a balancing of stresses state to the draw knot force that keel apply, solve existing high-rise outer wall template steadiness not enough, easily the problem such as to come off, and then make high-rise outer wall template more firm, difficult drop-off.
2) by run through be connected to described upper strata outer wall template between keel and described external scaffolding, shore and pull bar are set, also serve the effect of temporary fixed external scaffolding.
Accompanying drawing explanation
Fig. 1 is the utility model syndeton schematic diagram;
Fig. 2 is the partial enlarged drawing of a-quadrant in Fig. 1.
Detailed description of the invention
For the benefit of to the understanding of structure of the present utility model, be described below in conjunction with drawings and Examples.
Reference Fig. 1 and Fig. 2, Fig. 1 are the utility model syndeton schematic diagram, and Fig. 2 is the partial enlarged drawing of a-quadrant in Fig. 1.As shown in Figures 1 and 2, the utility model provides the syndeton of a kind of more than two layers fair-faced concrete outer wall template systems and external scaffolding, described outer wall template system be included in complete construction lower floor's exterior wall 1 on the upper strata outer wall template 2 installed and be installed on the keel 3 of upper strata outer wall template 2, described syndeton comprises: shore 5, comprises and stays on shoring end 51 and being connected to the link 52 of external scaffolding 4 on keel 3; Pull bar 6, comprises the first drawknot end 61 of drawknot on keel 3 and drawknot in the second drawknot end 62 of external scaffolding 4.Keel 3 comprise internal layer keel 31 and outer keel 32, and shore end 51 and stay on outer keel 32, the first drawknot end 61 drawknot is on outer keel 32.
In order to pull bar 6, more firmly drawknot is between keel 3 and external scaffolding 4, and the second drawknot end 62 is provided with " 3 " the type card 622 be stuck on external scaffolding 4.Preferably, " 3 " type card 622 is stuck in the junction of shore 5 and external scaffolding 4.Wherein, the first drawknot end 61 can adopt the alternate manners such as welding to be fixed on keel 3.
In order to firm high-rise outer wall template 2 further, described syndeton also comprises: hound 7, comprises the first diagonal brace end 71 of diagonal brace on internal layer keel 31 and the second diagonal brace end 72 of diagonal brace on lower floor's floor 8.Lower floor's floor 8 is provided with earth anchor 9, and the second diagonal brace end 72 diagonal brace is in earth anchor 9.Wherein, earth anchor 9 is banded with a triatic stay 90, one end of triatic stay 90 stays on internal layer keel 31, and its other end colligation is on earth anchor 9.
After having said structure feature, shown in composition graphs 1 and Fig. 2, the utility model can be implemented by following process:
First, lower floor's exterior wall 1 is installed upper strata outer wall template 2 and runs through the keel 3 being connected to high-rise outer wall template 2, and set up external scaffolding 4;
Then, stayed on by shore 5 between keel 3 and external scaffolding 4, wherein, shore end 51 and stay on outer keel 32, link 52 is connected on external scaffolding 4;
Then, by pull bar 6 drawknot between keel 3 and external scaffolding 4, wherein, the first drawknot end 61 is welded on keel 3, and " 3 " type card 622 of the second drawknot end 62 is stuck on external scaffolding 4;
Finally, lower floor's floor 8 is buried earth anchor 9 underground, and by hound 7 diagonal brace between internal layer keel 31 and earth anchor 9.
The beneficial effects of the utility model are:
1) by run through be connected to described upper strata outer wall template between keel and described external scaffolding, shore and pull bar are set, the power of shoring that shore is applied keel and pull bar are in a balancing of stresses state to the draw knot force that keel apply, solve existing high-rise outer wall template steadiness not enough, easily the problem such as to come off, and then make high-rise outer wall template more firm, difficult drop-off.
2) by run through be connected to described upper strata outer wall template between keel and described external scaffolding, shore and pull bar are set, also serve the effect of temporary fixed external scaffolding.
Below embodiment has been described in detail the utility model by reference to the accompanying drawings, and those skilled in the art can make many variations example to the utility model according to the above description.Thus, some details in embodiment should not formed restriction of the present utility model, the utility model by the scope that defines using appended claims as protection domain.
Claims (5)
1. the syndeton of more than two layers fair-faced concrete outer wall template systems and external scaffolding, described outer wall template system is included in and completes the upper strata outer wall template that lower floor's exterior wall of construction is installed and the keel being installed on described upper strata outer wall template, it is characterized in that, described syndeton comprises:
Shore, comprises and stays on shoring end and being connected to the link of described external scaffolding on described keel;
Pull bar, comprises the first drawknot end of drawknot on described keel and drawknot in the second drawknot end of described external scaffolding.
2. syndeton according to claim 1, is characterized in that, described second drawknot end is provided with " 3 " the type card be stuck on described external scaffolding.
3. syndeton according to claim 2, is characterized in that, described " 3 " type card is stuck in the junction of described shore and described external scaffolding.
4. syndeton according to claim 1, is characterized in that, described keel comprise internal layer keel and outer keel, described in shore end and stay on described outer keel, described first drawknot end drawknot is on described outer keel, and described syndeton also comprises:
Hound, comprises the first diagonal brace end of diagonal brace on described internal layer keel and the second diagonal brace end of diagonal brace on lower floor's floor.
5. syndeton according to claim 4, is characterized in that, described lower floor floor is provided with earth anchor, and described second diagonal brace end diagonal brace is in described earth anchor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420787095.1U CN204435875U (en) | 2014-12-12 | 2014-12-12 | The syndeton of more than two layers fair-faced concrete outer wall template systems and external scaffolding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420787095.1U CN204435875U (en) | 2014-12-12 | 2014-12-12 | The syndeton of more than two layers fair-faced concrete outer wall template systems and external scaffolding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204435875U true CN204435875U (en) | 2015-07-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420787095.1U Expired - Fee Related CN204435875U (en) | 2014-12-12 | 2014-12-12 | The syndeton of more than two layers fair-faced concrete outer wall template systems and external scaffolding |
Country Status (1)
| Country | Link |
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| CN (1) | CN204435875U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672337A (en) * | 2016-03-03 | 2016-06-15 | 杭州江润科技有限公司 | Construction method for cast-in-situ caisson formwork-supporting system |
-
2014
- 2014-12-12 CN CN201420787095.1U patent/CN204435875U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105672337A (en) * | 2016-03-03 | 2016-06-15 | 杭州江润科技有限公司 | Construction method for cast-in-situ caisson formwork-supporting system |
| CN105672337B (en) * | 2016-03-03 | 2018-06-19 | 浙江沧海建设有限公司 | The construction method of cast-in-place open caisson formwork system |
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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: 20150701 Termination date: 20201212 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |