CN206189848U - Early tear horizontal mold sheet composition bearing structure open - Google Patents
Early tear horizontal mold sheet composition bearing structure open Download PDFInfo
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- CN206189848U CN206189848U CN201621073035.9U CN201621073035U CN206189848U CN 206189848 U CN206189848 U CN 206189848U CN 201621073035 U CN201621073035 U CN 201621073035U CN 206189848 U CN206189848 U CN 206189848U
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- support
- keel
- template
- length
- horizontal
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Abstract
The utility model provides an early tear horizontal mold sheet composition bearing structure open, solves current whole bearing structure, and the structure is complicated, with high costs, the unable technical problem who realizes local arbitrary dismantlement, the technical scheme of adoption is: a horizontal mold sheet composition bearing structure, includes: horizontal template, bracing piece, fossil fragments and supporting beam, support keel include support keel and connect fossil fragments, and support keel constitutes the support by the bracing piece, connect fossil fragments and support keel by the longitudinal tie board through screw rod interconnect, between the support keel by the rib connecting plate through screw rod interconnect, supporting beam laterally overlapping on parallel arrangement's connection fossil fragments, horizontal template is laid on supporting beam. The beneficial effects are that, reducing the quantity of template, needing three sets of templates to have enough to meet the need with the wooden model merely, and adopt this early system of tearing open only to need one set of template, the erection bracing is convenient, nimble, can make up formation wantonly and form the template of part and support or realize local arbitrary dismantlement to make things convenient for the construction.
Description
Technical field
The utility model is related to a kind of horizontal shuttering integral supporting structure that a kind of construction is used, and particularly one kind can
The morning of local any dismounting tears horizontal shuttering supporting construction open.
Prior art
The horizontal shuttering supporting construction that prior art is used, is to use netted continuous integrated support structure, existing
The shortcoming of technology is that complex structure, high cost, particularly prior art cannot realize local any dismounting, be brought to construction
Inconvenience.
Goal of the invention
The continuous integrated support structure netted to solve prior art, complex structure, high cost, it is impossible to realize part
The technical problem of any dismounting, the utility model discloses a kind of horizontal shuttering integral supporting structure.
The utility model realizes that the technical scheme that invention mesh is used is：A kind of horizontal shuttering integral supporting structure, including：Water
Flat die plate, support bar, keel and support beam, described support keel include support keel and connection keel, support keel by
Support bar constitutes support, and described connection keel are connected with each other by longitudinally connected plate with support keel through screw rod, described support
It is connected with each other through screw rod by lateral keel connecting plate between keel, described support beam transverse lap is in the connection be arrangeding in parallel
On keel, described horizontal shuttering is laid in support beam.
The beneficial effects of the utility model are to reduce the consumption of template, need three sets of templates to be had enough to meet the need with wooden model merely,
And a set of template is only needed using this early removing system, and support being installed conveniently, flexibly, can be combined to be formed to local template shape
Into support or the local any dismounting of realization, facilitate construction.
The utility model is described in detail below in conjunction with the accompanying drawings.
Brief description of the drawings
Accompanying drawing 1 is the utility model cross-sectional view.
Accompanying drawing 2 is accompanying drawing 1A-A generalized sections.
Accompanying drawing 3 is accompanying drawing 1B-B generalized sections.
Accompanying drawing 4 is close-up schematic view at accompanying drawing 1C.
Accompanying drawing 5 is close-up schematic view at accompanying drawing 2D.
Accompanying drawing 6 is close-up schematic view at accompanying drawing 3E.
In accompanying drawing, 1 support keel, 2 connection keel, 3 support bars, 4 longitudinally connected plates, 5 screw rods, 6 lateral keel connecting plates,
7 support beams, 8 horizontal shutterings, 9 overlap joints are raised.
Specific embodiment
It is a kind of early to tear horizontal shuttering integral supporting structure open referring to accompanying drawing, including：Horizontal shuttering 8, support bar 3, keel and branch
Support crossbeam 7, described support keel includes support keel 1 and connection keel 2, and support keel 1 is made up of support, institute support bar 3
The connection keel 2 stated are connected with each other by longitudinally connected plate 4 with support keel 1 through screw rod 5, by horizontal stroke between described support keel 1
Be connected with each other through screw rod 5 to keel connecting plate 6, the described transverse lap of support beam 7 on the connection keel 2 be arrangeding in parallel,
Described horizontal shuttering 8 is laid in support beam 7.
When using, support keel 1 is supported by support bar 3, and connection keel 2 two ends are respectively with support keel 1 through longitudinally connected
Plate 4 and screw rod 5 constitute one group of longitudinal combination connection of supporting construction, by lateral keel connecting plate between every group of longitudinal combination connection
6 are connected with each other through screw rod 5, the supporting construction that composition is connected with each other in length and breadth.
During dismounting, dismantling screw 5 makes connection keel 2 be separated with support keel 1, you can the water for supporting the connection keel 2
Flat die plate 8 is removed.Realize removing the horizontal shuttering 8 of optional position.
In the utility model embodiment, for convenience of the dismounting of connection keel 2 and support keel 1, described support keel 1 exists
On vertical plane along its length, present the length of side and be more than the trapezoidal of the lower length of side, described connection keel 2 are along its length
Vertical plane on, present the length of side trapezoidal less than the lower length of side.
In the utility model embodiment, to meet the support to different height horizontal shuttering 8, described support bar 3 is length
Spend adjustable support bar.
In the utility model embodiment, to reduce manufacturing cost and support keel 1 and connection keel easy to use, described
2 is hollow rectangle section bar, on the two sides of hollow rectangle section bar, is provided with overlap joint raised 9, and support beam 7 is taken with overlap joint raised 9
Connect.
Claims (4)
1. it is a kind of early to tear horizontal shuttering integral supporting structure open, including：Horizontal shuttering, support bar, keel and support beam, its feature
It is：Described support keel includes support keel（1）With connection keel（2）, support keel（1）By support bar（3）Constitute branch
Support, described connection keel（2）With support keel（1）By longitudinally connected plate（4）Through screw rod（5）It is connected with each other, described support
Keel（1）Between by lateral keel connecting plate（6）Through screw rod（5）It is connected with each other, described support beam（7）Transverse lap is flat
The connection keel that row is set（2）On, described horizontal shuttering（8）It is laid on support beam（7）On.
2. one kind according to claim 1 is early tears horizontal shuttering integral supporting structure open, it is characterised in that：Described support dragon
Bone（1）On vertical plane along its length, trapezoidal, described connection keel of the length of side more than the lower length of side are presented（2）On edge
On the vertical plane of its length direction, the length of side is presented trapezoidal less than the lower length of side.
3. one kind according to claim 1 and 2 is early tears horizontal shuttering integral supporting structure open, it is characterised in that：Described branch
Strut（3）It is length-adjustable support bar.
4. one kind according to claim 1 and 2 is early tears horizontal shuttering integral supporting structure open, it is characterised in that：Described branch
Support keel（1）With connection keel（2）It is hollow rectangle section bar, on the two sides of hollow rectangle section bar, is provided with overlap joint raised
（9）, support beam（7）It is raised with overlap joint（9）Overlap joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621073035.9U CN206189848U (en) | 2016-09-23 | 2016-09-23 | Early tear horizontal mold sheet composition bearing structure open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621073035.9U CN206189848U (en) | 2016-09-23 | 2016-09-23 | Early tear horizontal mold sheet composition bearing structure open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189848U true CN206189848U (en) | 2017-05-24 |
Family
ID=58729987
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621073035.9U Active CN206189848U (en) | 2016-09-23 | 2016-09-23 | Early tear horizontal mold sheet composition bearing structure open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189848U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Barricade form bracing system and barricade formwork bracing system |
| CN107542264A (en) * | 2016-09-23 | 2018-01-05 | 深圳建业工程集团股份有限公司 | It is a kind of early to tear horizontal shuttering integral supporting structure open |
-
2016
- 2016-09-23 CN CN201621073035.9U patent/CN206189848U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107542264A (en) * | 2016-09-23 | 2018-01-05 | 深圳建业工程集团股份有限公司 | It is a kind of early to tear horizontal shuttering integral supporting structure open |
| CN107338957A (en) * | 2017-09-07 | 2017-11-10 | 中国建筑第二工程局有限公司 | Barricade form bracing system and barricade formwork bracing system |
| CN107338957B (en) * | 2017-09-07 | 2023-06-23 | 中国建筑第二工程局有限公司 | Retaining wall template supporting system and retaining wall template supporting system |
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