CN110106908A - A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open - Google Patents
A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open Download PDFInfo
- Publication number
- CN110106908A CN110106908A CN201910393607.3A CN201910393607A CN110106908A CN 110106908 A CN110106908 A CN 110106908A CN 201910393607 A CN201910393607 A CN 201910393607A CN 110106908 A CN110106908 A CN 110106908A
- Authority
- CN
- China
- Prior art keywords
- back cord
- plank sheathing
- tears
- horizontal back
- independent foundation
- 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.)
- Pending
Links
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 4
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 4
- 239000011449 brick Substances 0.000 description 3
- 210000002219 extraembryonic membrane Anatomy 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000008859 change Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000005012 migration Effects 0.000 description 1
- 238000013508 migration Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0023—Cast, i.e. in situ or in a mold or other formwork
Abstract
Quickly peace, which is instead filled, the invention discloses a kind of independent foundation under column concrete tears typified form open, it is used suitable for the various engineerings with independent foundation under column, mainly by plank sheathing, horizontal back cord, vertical back cord and internal overarm support composition, the plank sheathing is fixed on horizontal back cord, on vertical back cord, horizontal back cord arranges four layer eight according to Force principle altogether, every layer of twice, bottom horizontal back cord together is located at a quarter of plank sheathing height, topmost horizontal back cord is located at 3/4ths of plank sheathing height together, the mortice opening at two trisections of all horizontal back cords simultaneously, then tenon is stayed at internal overarm support both ends, ensure that tenon and tongue-and-groove can realize quickly connection and dismantling with simple tenon structure, the invention just completes.
Description
Technical field
The invention belongs to building engineering construction field, proposes that a kind of independent foundation under column concrete is instead filled quickly peace and torn open and determine
Pattern plate is used suitable for the various engineerings with independent foundation under column.
Background technique
In recent years, it is constantly improve with the improvement of people ' s living standards with China infrastructure, a large amount of newly-built, enlarging works
Journey continues to bring out, and wherein underground garage has become the auxiliary facility of all kinds of buildings such as house, office building, commercial building.Its structure
Form is again in the majority with frame structure, and isolated footing is nearly all devised under frame column.Traditional independent foundation under column then uses
Brick fetal membrane is as technical measures, but brick fetal membrane has low construction efficiency, process intermittent time length, construction material and machinery various
The disadvantages of, it can not meet high turnover, efficient production requirement now.Then, suitable, the more efficient novel skill of a kind of cost
Art measure is increasingly popular to come --- and it is instead filled with concrete and replaces brick fetal membrane.A kind of independent foundation under column proposed by the invention
Concrete instead fills quickly peace and tears typified form open and just come into being, and not only production and use are very easy, but also used material
Material system construction circulation material.
Summary of the invention
Quickly peace is instead filled the purpose of the present invention is to propose to a kind of independent foundation under column concrete and tears typified form open, is not only made
Make simply, and Fast Installation and dismounting may be implemented, helps to improve convenience, the promotion that the anti-filling template of concrete installs
The Forming Quality of anti-fill concrete, and it is remarkably improved the rate that is used in turn of common plank sheathing, while guaranteeing construction quality
It improves construction efficiency, reduce construction cost.
To achieve the goals above, present invention employs following technical solutions:
A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open, including plank sheathing, horizontal back cord, vertical
Back cord and internal overarm support, the plank sheathing are fixed on horizontal back cord and vertical back cord, and the horizontal back cord is according to Force principle
Four layer eight is arranged altogether, and every layer of twice, the bottom horizontal back cord together is located at a quarter of plank sheathing height, most upper
The horizontal back cord is located at 3/4ths of plank sheathing height together in face, opens at two trisections of the every horizontal back cord
Equipped with tongue-and-groove, tenon is stayed at the internal overarm support both ends, and the tenon is connect with tongue and groove fit.
Preferably, the plank sheathing is made of 18mm thickness common building glued board.
Preferably, the horizontal back cord, vertical back cord and internal overarm support all use cross sectional dimensions for the building of 10cm × 8cm
The lumps of wood is made.
Preferably, the plank sheathing is fixed on horizontal back cord and vertical back cord by iron nail.
Preferably, the plank sheathing external coating has interleaving agent.
Preferably, the lateral surface of the plank sheathing is aligned with the anti-filling line of concrete respectively.
Compared with prior art, quickly peace is instead filled the present invention provides a kind of independent foundation under column concrete tear stock mould open
Plate, have it is following the utility model has the advantages that
Apparatus of the present invention production is simple, and Fast Installation and dismounting may be implemented, and helps to improve that concrete is counter to fill
The convenience of formwork erection, the Forming Quality for promoting anti-fill concrete, and it is remarkably improved being used in turn for common plank sheathing
Rate guarantees improve construction efficiency while construction quality, reduce construction cost.
Detailed description of the invention
Fig. 1 be a kind of independent foundation under column concrete proposed by the invention instead fill quickly peace tear typified form open: it is whole
Body figure.
Fig. 2 be a kind of independent foundation under column concrete proposed by the invention instead fill quickly peace tear typified form open: cut open
Face figure.
Fig. 3 be a kind of independent foundation under column concrete proposed by the invention instead fill quickly peace tear typified form open: bow
View.
In figure: 1, plank sheathing, 2, horizontal back cord, 3, vertical back cord, 4, internal overarm support.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.
In the description of the present invention, it is to be understood that, term " on ", "lower", "front", "rear", "left", "right", "top",
The orientation or positional relationship of the instructions such as "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, merely to just
In description the present invention and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with
Specific orientation construction and operation, therefore be not considered as limiting the invention.
It can be seen that a kind of independent foundation under column concrete, which instead fills quickly peace, tears typified form open in FIG. 1 to FIG. 3, this is fixed
Pattern plate is mainly made of plank sheathing 1, horizontal back cord 2, vertical back cord 3 and internal overarm support 4, and the plank sheathing 1 is fixed on level
On back cord 2 and vertical back cord 3, the horizontal back cord 2 arranges four layer eight according to Force principle altogether, every layer of twice, bottom one
Horizontal back cord 2 described in road is located at a quarter of 1 height of plank sheathing, and topmost the horizontal back cord 2 is located at plank sheathing 1 together
At 3/4ths of height, tongue-and-groove is offered at two trisections of the every horizontal back cord 2,4 both ends of internal overarm support are stayed
Tenon, the tenon are connect with tongue and groove fit.
To reach superior technique scheme, the plank sheathing 1 is made of 18mm thickness common building glued board, the water
Flat back cord 2, vertical back cord 3 and internal overarm support 4 all use cross sectional dimensions to be made of the building lumps of wood of 10cm × 8cm.It will be described
1 size of plank sheathing is fixed on horizontal back cord 2, on vertical back cord 3 with iron nail by taking 0.6m × 4m as an example, and horizontal back cord 2 is according to stress
Principle arranges four layer eight altogether, every layer of twice.Bottom horizontal back cord 2 together is located at a quarter of 1 height of plank sheathing, most
Horizontal back cord 2 is located at 3/4ths of 1 height of plank sheathing together above, it is fixed when erecting back cord according to plank sheathing 1 and the lumps of wood
Size stops space, to ensure the seamless spliced of right angle, while the mortice opening at two trisections of all horizontal back cords 2,
Then tenon is stayed at 4 both ends of internal overarm support, it is ensured that tenon and tongue-and-groove can realize quickly connection and dismantling with simple tenon structure,
Finally, the invention just completes after examination assembly, dismounting are errorless.
In use, by 1 external coating interleaving agent of plank sheathing, then by the lateral surface of four blocks of plank sheathings 1 respectively with concrete
It is stitched together after anti-filling line alignment, finally successively the tenon of four layers of internal overarm support 4 is inserted on horizontal back cord 2 from the bottom up
Just the formwork erection work before completing concreting in tongue-and-groove.After concreting is completed and has strength of mould stripping, first from
On four layers of internal overarm support 4 of the invention are removed down, then four blocks of plank sheathings 1 are extracted out respectively.The quick peace tears sizing open
Template can another place of migration continue to be used in turn.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Anyone skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (6)
1. a kind of independent foundation under column concrete instead fills quickly peace and tears typified form open, including plank sheathing (1), horizontal back cord (2),
Vertical back cord (3) and internal overarm support (4), which is characterized in that the plank sheathing (1) is fixed on horizontal back cord (2) and vertical back cord
(3) on, the horizontal back cord (2) arranges four layer eight according to Force principle altogether, and every layer of twice, the bottom level described together is carried on the back
Stupefied (2) are located at a quarter of plank sheathing (1) height, and topmost the horizontal back cord (2) is located at plank sheathing (1) height together
3/4ths at, tongue-and-groove is offered at two trisections of the every horizontal back cord (2), internal overarm support (4) both ends are stayed
Tenon, the tenon are connect with tongue and groove fit.
2. a kind of independent foundation under column concrete according to claim 1 instead fills quickly peace and tears typified form, feature open
It is, the plank sheathing (1) is made of 18mm thickness common building glued board.
3. a kind of independent foundation under column concrete according to claim 1 instead fills quickly peace and tears typified form, feature open
It is, the horizontal back cord (2), vertical back cord (3) and internal overarm support (4) all use cross sectional dimensions for the building of 10cm × 8cm
The lumps of wood is made.
4. a kind of independent foundation under column concrete according to claim 1 instead fills quickly peace and tears typified form, feature open
It is, the plank sheathing (1) is fixed on horizontal back cord (2) and vertical back cord (3) by iron nail.
5. a kind of independent foundation under column concrete according to claim 1 instead fills quickly peace and tears typified form, feature open
It is, plank sheathing (1) external coating has interleaving agent.
6. a kind of independent foundation under column concrete according to claim 1 instead fills quickly peace and tears typified form, feature open
It is, the lateral surface of the plank sheathing (1) is aligned with the anti-filling line of concrete respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910393607.3A CN110106908A (en) | 2019-05-13 | 2019-05-13 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910393607.3A CN110106908A (en) | 2019-05-13 | 2019-05-13 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110106908A true CN110106908A (en) | 2019-08-09 |
Family
ID=67489647
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910393607.3A Pending CN110106908A (en) | 2019-05-13 | 2019-05-13 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110106908A (en) |
Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR908420A (en) * | 1944-07-04 | 1946-04-09 | Tyrrhenia | Construction process for premises and buildings in prefabricated reinforced concrete elements |
| JPH06248755A (en) * | 1993-02-26 | 1994-09-06 | Toshiro Suzuki | Steel framed concrete column and manufacture thereof |
| DE19814538A1 (en) * | 1998-04-01 | 1999-10-21 | Wolff & Mueller Gmbh & Co Kg | Construction of bridge spanning roadway to maintain link with forest on either side |
| CN202954570U (en) * | 2012-11-22 | 2013-05-29 | 中国建筑第二工程局有限公司 | High-rise building construction sump template |
| CN203022022U (en) * | 2012-12-13 | 2013-06-26 | 中国航天建设集团有限公司 | Self sedimentation formwork |
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN104563500A (en) * | 2013-10-16 | 2015-04-29 | 深圳市特辰科技股份有限公司 | Dorsal bar and dorsal bar assembly method |
| CN105822061A (en) * | 2016-04-06 | 2016-08-03 | 中国十七冶集团有限公司 | Formwork mounting and support reinforcing system for collector well, elevator shaft and the like |
| CN205476441U (en) * | 2016-02-23 | 2016-08-17 | 中建八局第三建设有限公司 | Concrete wall template structure |
| CN106930523A (en) * | 2017-03-14 | 2017-07-07 | 中国十七冶集团有限公司 | A kind of concrete structure catch pit detachable template reinforcement technique |
| CN206607847U (en) * | 2017-03-25 | 2017-11-03 | 李木林 | A kind of vertical movable back cord for building template |
| WO2017190449A1 (en) * | 2016-05-05 | 2017-11-09 | 庄德新 | Quickly installable building surface decorative material |
| CN108547311A (en) * | 2018-04-28 | 2018-09-18 | 四川省文物管理委员会（四川省文物考古研究院） | Isolated footing under a kind of prefabricated assembled profile steel concrete column |
| CN210263116U (en) * | 2019-05-13 | 2020-04-07 | 中国十七冶集团有限公司 | Rapid mounting and dismounting shaping template for concrete reverse filling of lower independent foundation |
-
2019
- 2019-05-13 CN CN201910393607.3A patent/CN110106908A/en active Pending
Patent Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR908420A (en) * | 1944-07-04 | 1946-04-09 | Tyrrhenia | Construction process for premises and buildings in prefabricated reinforced concrete elements |
| JPH06248755A (en) * | 1993-02-26 | 1994-09-06 | Toshiro Suzuki | Steel framed concrete column and manufacture thereof |
| DE19814538A1 (en) * | 1998-04-01 | 1999-10-21 | Wolff & Mueller Gmbh & Co Kg | Construction of bridge spanning roadway to maintain link with forest on either side |
| CN202954570U (en) * | 2012-11-22 | 2013-05-29 | 中国建筑第二工程局有限公司 | High-rise building construction sump template |
| CN203022022U (en) * | 2012-12-13 | 2013-06-26 | 中国航天建设集团有限公司 | Self sedimentation formwork |
| CN104563500A (en) * | 2013-10-16 | 2015-04-29 | 深圳市特辰科技股份有限公司 | Dorsal bar and dorsal bar assembly method |
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN205476441U (en) * | 2016-02-23 | 2016-08-17 | 中建八局第三建设有限公司 | Concrete wall template structure |
| CN105822061A (en) * | 2016-04-06 | 2016-08-03 | 中国十七冶集团有限公司 | Formwork mounting and support reinforcing system for collector well, elevator shaft and the like |
| WO2017190449A1 (en) * | 2016-05-05 | 2017-11-09 | 庄德新 | Quickly installable building surface decorative material |
| CN106930523A (en) * | 2017-03-14 | 2017-07-07 | 中国十七冶集团有限公司 | A kind of concrete structure catch pit detachable template reinforcement technique |
| CN206607847U (en) * | 2017-03-25 | 2017-11-03 | 李木林 | A kind of vertical movable back cord for building template |
| CN108547311A (en) * | 2018-04-28 | 2018-09-18 | 四川省文物管理委员会（四川省文物考古研究院） | Isolated footing under a kind of prefabricated assembled profile steel concrete column |
| CN210263116U (en) * | 2019-05-13 | 2020-04-07 | 中国十七冶集团有限公司 | Rapid mounting and dismounting shaping template for concrete reverse filling of lower independent foundation |
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