CN205476458U - Post -cast strip high formwork structure - Google Patents
Post -cast strip high formwork structure Download PDFInfo
- Publication number
- CN205476458U CN205476458U CN201620099261.8U CN201620099261U CN205476458U CN 205476458 U CN205476458 U CN 205476458U CN 201620099261 U CN201620099261 U CN 201620099261U CN 205476458 U CN205476458 U CN 205476458U
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- China
- Prior art keywords
- post
- cast strip
- draconis
- falsework
- alter
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Abstract
The utility model provides a post -cast strip high formwork structure, the both sides of post -cast strip have respectively to prop up locates the high formwork support under the concrete floor, the floor fossil fragments that supply to shore the slab form have on the high formwork support, post -cast strip high formwork structure includes post -cast strip formwork support, post -cast strip formwork support corresponds and to locate under the post -cast strip and to be connected with the high formwork support of both sides, be equipped with on the formwork support of post -cast strip and supply to shore the post -cast strip fossil fragments of post -cast strip template, the post -cast strip fossil fragments set up with the floor fossil fragments are crisscross. The utility model provides a how to the construct problem of formwork of post -cast strip under the prerequisite that keeps the high formwork support of floor to further carry high formwork stability and post -cast strip and pour the quality.
Description
Technical field
This utility model relates to a kind of post-cast strip high-supported formwork structure, is specifically related to a kind of high-supported formwork load and makees
Clear-water concrete flat board under with, swash plate post-cast strip template structure.
Background technology
At present, the concrete building span of slab of skyscraper more comes greatly, along with the rising of story height, floor
Formwork construction difficulty more and more higher.Thus, usually post-cast strip can be set at the middle part of floor span.
For construction extra high for appearance requirement, then clear-water concrete can be selected as pouring
The raw material of floor, and post-cast strip is in flat board and the swash plate region of clear water slab form, by executing
Work specification, be positioned at that the plain concrete floor of both sides, post-cast strip used is exactly high falsework body
System, the load that it is born is just more much bigger than general project under construction, it is then desired to do not removing
On the premise of retaining high falsework system, then post-cast strip being carried out formwork construction, its difficulty of construction is not
Say and explain.
Utility model content
For overcoming the defect existing for prior art, existing a kind of post-cast strip of offer high-supported formwork structure, to solve
The problem how post-cast strip carries out on the premise of retaining floor height falsework construction formwork, to enter
One step improves formwork stability and post-cast strip pouring quality.
For achieving the above object, it is provided that a kind of post-cast strip high-supported formwork structure, the both sides of post-cast strip have respectively
There is a high falsework being located under concrete floor, high falsework has for shoring slab form
Floor Os Draconis, post-cast strip high-supported formwork structure includes that alter-pouring strips mould plate support, alter-pouring strips mould plate support correspondence prop up
Being located under post-cast strip and be connected with the high falsework of both sides, alter-pouring strips mould plate support is provided with for shoring
The post-cast strip Os Draconis of alter-pouring strips mould plate, post-cast strip Os Draconis are crisscross arranged with floor Os Draconis.
Having the beneficial effects that of this utility model post-cast strip high-supported formwork structure,
On the premise of high falsework is not removed, alter-pouring strips mould plate support is added and is located at original both sides height
Between falsework and be attached thereto fixing, ensure the stability of alter-pouring strips mould plate support with this；And simultaneously,
Post-cast strip Os Draconis are handed over to offer with floor Os Draconis again and are put, thus slab form and installing of alter-pouring strips mould plate will not
Influence each other.
Preferably, alter-pouring strips mould plate support includes jacking vertical rod and girt, and girt connects
Between the height falsework of both sides, jacking vertical rod is fixedly arranged on the two ends of girt respectively.
Preferably, girt is fixed in high falsework by the fastening clip at two ends.
Preferably, jacking vertical rod include superposed spiro rod section, be spun on the folder torr on spiro rod section top with
And it being spun on spiro rod section for the spacing handle withstanding folder torr, folder jacking support is held on post-cast strip Os Draconis
Under.
Preferably, post-cast strip Os Draconis include that top-bottom cross folds the first Os Draconis and second Os Draconis of structure, multiple
Second Os Draconis are uniformly arranged on the first Os Draconis, and the second Os Draconis stay under alter-pouring strips mould plate, folder jacking support
It is held under the first Os Draconis.
Preferably, the first Os Draconis are parallel to girt, and the second Os Draconis are perpendicular to the first Os Draconis, the first dragon
Bone and the second Os Draconis are wood I-beam.
Preferably, post-cast strip has outseam with the junction of concrete floor.
Accompanying drawing explanation
Fig. 1 is the overall side structural representation of this utility model post-cast strip high-supported formwork structure；
Fig. 2 is the structure for amplifying schematic diagram of a-quadrant in Fig. 1；
Fig. 3 is the structure for amplifying schematic diagram in B region in Fig. 2；
Fig. 4 is the first enforcement view of corresponding diagram 2；
Fig. 5 is the second enforcement view of corresponding diagram 4.
Detailed description of the invention
Below by way of specific instantiation, embodiment of the present utility model, those skilled in the art are described
Other advantages of the present utility model and effect can be understood easily by the content disclosed by this specification.This reality
Can also be carried out by the most different detailed description of the invention with novel or apply, in this specification
Every details can also be carried out under without departing from spirit of the present utility model based on different viewpoints and application
Various modifications or change.
Shown in Fig. 1 and Fig. 2, this utility model provides a kind of post-cast strip high-supported formwork structure, after water
Both sides with 1 are respectively provided with a high falsework 5 being located under concrete floor 8, high falsework 5
On have for shoring the floor Os Draconis 7 of slab form 6, post-cast strip high-supported formwork structure includes alter-pouring strips mould plate
Support 2, corresponding of alter-pouring strips mould plate support 2 be located under post-cast strip 1 and with the high falsework of both sides
5 connect, and alter-pouring strips mould plate support 2 is provided with the post-cast strip Os Draconis 4 for shoring alter-pouring strips mould plate 3, after
Water band Os Draconis 4 to be crisscross arranged with floor Os Draconis 7.
As in figure 2 it is shown, alter-pouring strips mould plate support 2 includes for jacking vertical rod 20 and girt 22,
Girt 22 is connected between both sides height falsework 5, and jacking vertical rod 20 is fixedly arranged on level respectively and draws
The two ends of bar 22 are for regulation bearing height.Wherein, specifically:
Girt 22 is fixed in high falsework 5 by the fastening clip 24 at two ends.
Jacking vertical rod 20 include superposed spiro rod section, the folder torr 26 being spun on spiro rod section top and
Being spun on spiro rod section for the spacing handle 28 withstanding folder torr 26, folder torr 26 is shored after being held on and is watered
Band Os Draconis 4 times.
And post-cast strip Os Draconis 4 include that top-bottom cross folds the first Os Draconis 40 and the second Os Draconis 42 of structure, many
Individual second Os Draconis 42 are uniformly arranged on the first Os Draconis 40, and the second Os Draconis 42 stay on alter-pouring strips mould plate
3 times, folder torr 26 is shored and is held on the first Os Draconis 40 times.The most preferably, the first Os Draconis 40 are parallel
In girt 22, the second Os Draconis 42 are perpendicular to the first Os Draconis 40, the first Os Draconis 40 and the second dragon
Bone 42 is wood I-beam.
As it is shown on figure 3, the junction of post-cast strip 1 and concrete floor 8 has outseam 9, so that after
Water after band solidifies the most smooth attractive in appearance.
After having said structure feature, in conjunction with shown in Fig. 2 to Fig. 5, this utility model can be by following mistake
Journey is implemented:
The most as shown in Figure 4, formation plain concrete floor 8 is first poured in both sides: at original both sides Gao Mo
On the premise of board mount 5 installs, the forming position of corresponding post-cast strip 1, by alter-pouring strips mould plate support 2
Adding between two high falseworks 5, the girt 22 of alter-pouring strips mould plate support 2 passes through tightening buckle
Part 24 (knob) is fixed in the vertical rod 50 of high falsework 5, wherein, the end of both sides slab form 6
Portion is provided with lath 60, and (effect of lath 60 includes mortar leakage prevention and facilitates post-cast strip 1 concrete and floor
Concrete is more preferably connected), by the second Os Draconis 42 and the high falsework of alter-pouring strips mould plate support 2 upper end
Floor Os Draconis 7 vertical duction on 5 staggers, then these second Os Draconis 42 withstand the plate of slab form 6
Bar 60, then pours formation plain concrete floor 8, after plain concrete floor 8 solidifies, both sides
The most naturally region, post-cast strip 1 is reserved between plain concrete floor 8；
The most as described in Figure 5, after plain concrete floor 8 solidifies, remove the lath of slab form 6
60: first the first Os Draconis 40 and the second Os Draconis 42 that withstand lath 60 are removed from jacking vertical rod 20,
Take off the lath 60 except slab form 6 again, in order to have enough during subsequent installation alter-pouring strips mould plate 3
Space；
C. look back shown in Fig. 2, after alter-pouring strips mould plate 3 is arranged on along the horizontal plane of both sides slab form 6
Water band 1 position, then the first Os Draconis 40 and second Os Draconis 42 of alter-pouring strips mould plate support 2 are reinstalled top
To withstand alter-pouring strips mould plate 3 in torr vertical rod 20, afterwards, hold out against the left end of alter-pouring strips mould plate 3 with timber wedge
And then the right-hand member of alter-pouring strips mould plate 3 holds out against the slab form 6 being positioned at right side, in order to follow-up at post-cast strip mould
Plate 3 forms outseam 9 (coordinating shown in Fig. 3), finally, in post-cast strip with the junction of slab form 6
Carry out in template 3 pouring so that post-cast strip 1 is connected with both sides floorslab concrete.
After completing above-mentioned implementation process, this utility model following characteristics should be able to be embodied:
Post-cast strip formwork erecting structure design is simple, be easy to constructing operation, does not remove high falsework, but
Alter-pouring strips mould plate support and high falsework be fastenedly connected to guarantee overall steadiness, and alter-pouring strips mould plate
Post-cast strip Os Draconis on support stagger with the floor Os Draconis on high falsework again so that alter-pouring strips mould plate with
Slab form is relatively independent, be independent of each other.
It should be noted that structure depicted in this specification institute accompanying drawings, ratio, size etc., the most only
In order to coordinate the content disclosed in description, understand for those skilled in the art and read, not using
To limit the enforceable qualifications of this utility model, therefore do not has technical essential meaning, any structure
Modification, the change of proportionate relationship or the adjustment of size, do not affecting the merit that this utility model can be generated by
Under the purpose imitated and can reach, all should still fall and obtain can contain at the technology contents disclosed in this utility model
In the range of.Meanwhile, in this specification cited as " on ", D score, "left", "right",
The term of " middle " and " one " etc., is merely convenient to understanding of narration, and is not used to limit this practicality
Novel enforceable scope, being altered or modified of its relativeness, changing under technology contents without essence,
When being also considered as the enforceable category of this utility model.
Above in association with accompanying drawing embodiment, this utility model is described in detail, ordinary skill in this area
This utility model can be made many variations example by personnel according to the above description.Thus, some in embodiment
Details should not constitute restriction of the present utility model, and this utility model will define with appended claims
Scope is as protection domain.
Claims (7)
1. a post-cast strip high-supported formwork structure, the both sides of described post-cast strip are respectively provided with to prop up is located at concrete
The high falsework of underfloor, described high falsework has the floor Os Draconis for shoring slab form,
It is characterized in that, described post-cast strip high-supported formwork structure includes alter-pouring strips mould plate support, described alter-pouring strips mould plate
Support correspondence is propped up and is located under described post-cast strip and is connected with the described high falsework of both sides, described after water
Being provided with the post-cast strip Os Draconis for shoring alter-pouring strips mould plate with falsework, described post-cast strip Os Draconis are with described
Floor Os Draconis are crisscross arranged.
Post-cast strip the most according to claim 1 high-supported formwork structure, it is characterised in that
Described alter-pouring strips mould plate support includes that jacking vertical rod and girt, described girt are connected to
Described in both sides between high falsework, described jacking vertical rod is fixedly arranged on the two ends of described girt respectively.
Post-cast strip the most according to claim 2 high-supported formwork structure, it is characterised in that
Described girt is fixed in described high falsework by the fastening clip at two ends.
Post-cast strip the most according to claim 2 high-supported formwork structure, it is characterised in that
Described jacking vertical rod include superposed spiro rod section, be spun on the folder torr on described spiro rod section top with
And it being spun on described spiro rod section for the spacing handle withstanding described folder torr, described folder jacking support is held on
Under the Os Draconis of described post-cast strip.
Post-cast strip the most according to claim 4 high-supported formwork structure, it is characterised in that
Described post-cast strip Os Draconis include that top-bottom cross folds the first Os Draconis and second Os Draconis of structure, multiple described
Second Os Draconis are uniformly arranged on described first Os Draconis, and described second Os Draconis stay on described alter-pouring strips mould plate
Under, described folder jacking support is held under described first Os Draconis.
Post-cast strip the most according to claim 5 high-supported formwork structure, it is characterised in that
Described first Os Draconis are parallel to described girt, and described second Os Draconis are perpendicular to described first dragon
Bone, described first Os Draconis and described second Os Draconis are wood I-beam.
Post-cast strip the most according to claim 1 high-supported formwork structure, it is characterised in that
Described post-cast strip has outseam with the junction of described concrete floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620099261.8U CN205476458U (en) | 2016-01-29 | 2016-01-29 | Post -cast strip high formwork structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620099261.8U CN205476458U (en) | 2016-01-29 | 2016-01-29 | Post -cast strip high formwork structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205476458U true CN205476458U (en) | 2016-08-17 |
Family
ID=56672932
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620099261.8U Expired - Fee Related CN205476458U (en) | 2016-01-29 | 2016-01-29 | Post -cast strip high formwork structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205476458U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193588A (en) * | 2016-08-25 | 2016-12-07 | 中建四局第建筑工程有限公司 | A kind of method pouring building post-cast strip and pour mould |
| CN106760492A (en) * | 2016-12-09 | 2017-05-31 | 中航天建设工程有限公司 | A kind of one-shot forming post-cast strip concrete construction process |
| CN111140008A (en) * | 2019-12-13 | 2020-05-12 | 中冶天工集团有限公司 | Post-pouring strip template supporting system with function of back jacking after disassembly |
| CN111561150A (en) * | 2020-05-25 | 2020-08-21 | 中建七局第一建筑有限公司 | Post-cast strip supporting system |
| CN111663770A (en) * | 2020-05-12 | 2020-09-15 | 中铁十六局集团城市建设发展有限公司 | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold |
-
2016
- 2016-01-29 CN CN201620099261.8U patent/CN205476458U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106193588A (en) * | 2016-08-25 | 2016-12-07 | 中建四局第建筑工程有限公司 | A kind of method pouring building post-cast strip and pour mould |
| CN106760492A (en) * | 2016-12-09 | 2017-05-31 | 中航天建设工程有限公司 | A kind of one-shot forming post-cast strip concrete construction process |
| CN111140008A (en) * | 2019-12-13 | 2020-05-12 | 中冶天工集团有限公司 | Post-pouring strip template supporting system with function of back jacking after disassembly |
| CN111663770A (en) * | 2020-05-12 | 2020-09-15 | 中铁十六局集团城市建设发展有限公司 | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold |
| CN111663770B (en) * | 2020-05-12 | 2021-11-16 | 中铁十六局集团城市建设发展有限公司 | Quick and easy combination and shaping mold for post-cast strip of cast-in-place slab and construction method of quick and easy combination and shaping mold |
| CN111561150A (en) * | 2020-05-25 | 2020-08-21 | 中建七局第一建筑有限公司 | Post-cast strip supporting 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160817 Termination date: 20220129 |