CN103541455B - A kind of method cushioning concrete structure and clash into - Google Patents
A kind of method cushioning concrete structure and clash into Download PDFInfo
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- CN103541455B CN103541455B CN201310475618.9A CN201310475618A CN103541455B CN 103541455 B CN103541455 B CN 103541455B CN 201310475618 A CN201310475618 A CN 201310475618A CN 103541455 B CN103541455 B CN 103541455B
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- soffit formwork
- base plate
- cover plate
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- plate
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Abstract
<b> the present invention discloses a kind of method cushioning concrete structure and clash into, and belongs to civilian construction technical field of construction.First the inventive method prepares soffit formwork, and soffit formwork is made up of base plate and baffle plate; Then prepare cover plate, cover plate is identical with the base plate size of soffit formwork, base plate and the middle circular opening being provided with same diameter of cover plate; Install after preparing rubber ring, when platform or floor slab formerecting, soffit formwork is placed on trunk both sides, trunk circle is fixed soffit formwork behind centre, soffit formwork bottom surface is concordant with platform or soffit, </b><bGreatT.Gre aT.GTPVC</b><bGr eatT.GreaT.GT pipe is placed and prepared screw-bolt hole at soffit formwork four bolt hole places, concreting outside the baffle plate of soffit formwork, completes platform construction; After platform or slab form are removed, rubber ring is placed in respectively in soffit formwork central circular hole, then places cover plate, last set bolt.The inventive method is easy to operation, can change real size, and play irreplaceable effect to the protection of trees according to field condition.</b>
Description
Technical field
The invention belongs to civilian construction technical field of construction, especially relate to a kind of method cushioning concrete structure and clash into.
Background technology
In existing building engineering, in order to pursue the effect that building merges with natural environment harmony, often existing tree is wrapped in building, trunk is allowed to pass platform or floor, reach landscape with regard to effect in doors, but also there is disadvantageous one side, exactly when blowing, tree body rocks and will collide with the concrete structure of surrounding, and trees damage or concrete component damage.
Summary of the invention
The present invention is directed to the technical problem existed in existing building construction, propose a kind of method cushioning concrete structure and clash into.
A kind of method cushioning concrete structure and clash into provided by the present invention, the method concrete steps are as follows:
(1) soffit formwork is prepared:
Described soffit formwork is made up of base plate and baffle plate; Described base plate is square steel plate, the circular opening that to be provided with base plate center in the middle part of described base plate be the center of circle, and described base plate four angles are respectively equipped with bolt hole; Described baffle plate is steel ring perpendicular to described base plate and in positive rounded cylindrical; After soffit formwork has welded, cut in half along base plate center line direction.
(2) cover plate is prepared:
Described cover plate is the steel plate with the base plate same size of step (1) described soffit formwork, the circular opening with the described circular opening same diameter of step (1) is provided with in the middle of described cover plate, and four bolts are welded in the position of corresponding step (1) described bolt hole below described cover plate, cut in half along described cover plate central line direction after four bolt weldings complete.
(3) rubber ring is prepared:
Prepared rubber ring matches with the circular opening diameter described in step (1), and prepared rubber ring ring body and outer ring are high elastic rubber and make, and cut in half along rubber ring centerline direction.
(4) install:
A: when platform or floor slab formerecting, soffit formwork prepared by described step (1) is placed on trunk both sides, trunk circle is fixed described soffit formwork behind centre, described soffit formwork bottom surface is concordant with platform or soffit, the pvc pipe of diameter 24mm is placed, prepared screw-bolt hole at described soffit formwork four bolt hole places.
Concreting outside the baffle plate of described soffit formwork, completes platform construction.
After platform or slab form are removed, rubber ring prepared by step (3) is placed in respectively in described soffit formwork central circular hole, then the cover plate prepared by step (2) is placed, the alignment line of described cover plate is vertical with the alignment line of described rubber ring and soffit formwork, last set bolt.
The inventive method used structure is simple, be easy to operation, can change real size according to field condition, and plays irreplaceable effect to the protection of trees.
Accompanying drawing explanation
Fig. 1 is the perspective view of template in the inventive method;
Fig. 2 is the scheme of installation of template in the inventive method;
Fig. 3 is the main TV structure schematic diagram of template in the inventive method;
Fig. 4 is A-A directional profile structural representation in Fig. 3 of the present invention.
In figure: 1: soffit formwork; 2: rubber ring; 3: cover plate; 4: bolt; 5: bolt hole.
Detailed description of the invention
Now in conjunction with the accompanying drawings and embodiments the inventive method is described further.
In certain intermountain villa engineering, have an ancient tree in the middle of the outdoor platform of building, in order to allow building and ancient tree harmony merge, adopt the inventive method to construct, concrete steps are:
(1) soffit formwork is made:
Soffit formwork 1 is made up of base plate and baffle plate.This base plate is a square steel plate, length of side 1400mm, the circular opening that middle part is is the center of circle with base plate center, diameter 800mm, it is that the steel plate of 6-10mm is tailored and formed that this base plate can use thick, especially to use the thick steel plate for 10mm to tailor as good, and leaves the circular hole of diameter 20mm respectively at base plate four angles, be bolt hole, center of circular hole is 100mm to two limits that base plate is nearest; This baffle plate is steel ring, and in positive rounded cylindrical, diameter 1000mm, barrel is perpendicular to base plate, and the edge of base plate central circular hole is 100mm to the distance of barrel, barrel height 130mm.Last after soffit formwork 1 has welded, cut in half along base plate center line direction.
(2) cover plate is made:
Make the steel plate with the base plate same size of soffit formwork 1, the middle circular opening having a diameter 800mm equally, and weld four bolts 4 in the position of bolt hole, the long 170mm of bolt 4, cut in half along cover plate 3 centerline direction equally.
(3) rubber ring is made:
This rubber ring 2 center line circle diameter 600mm, centrally wire loop body circular diameter 200mm, have the retainer plate of wide 100mm, thick 130mm outside annulus, ring body and outer ring are high elastic rubber and make, and cut in half equally along rubber ring 2 centerline direction.
(4) install:
A: when platform formwork, is placed on trunk both sides by soffit formwork 1, and by trunk circle in centre, fixing, soffit formwork 1 bottom surface is concordant with platform base, and places the pvc pipe of diameter 24mm at four bolt hole 5 places, prepared screw-bolt hole 5.
Concreting outside the baffle plate of soffit formwork 1, completes platform construction.
After platform template is removed, rubber ring 2 is placed in respectively in soffit formwork 1 central circular hole, along the alignment of cutting direction, then place cover plate 3, and cover plate 3 alignment line is vertical with soffit formwork 1 alignment line with rubber ring 2, last set bolt.
The inventive method has cushioned the shock of concrete structure and trees, and method is easy and simple to handle, and serves the effect to old trees' conservancy, avoids during ancient tree is rocked and sustains damage.
Claims (1)
1.
cushion the method that concrete structure clashes into, it is characterized in that the method concrete steps are as follows:
(1) soffit formwork is prepared:
described soffit formwork is made up of base plate and baffle plate; Described base plate is square steel plate, the circular opening that to be provided with base plate center in the middle part of described base plate be the center of circle, and described base plate four angles are respectively equipped with bolt hole; Described baffle plate is steel ring perpendicular to described base plate and in positive rounded cylindrical; After soffit formwork has welded, cut in half along base plate center line direction;
(2) cover plate is prepared:
described cover plate is the steel plate with the base plate same size of step (1) described soffit formwork, the circular opening with the described circular opening same diameter of step (1) is provided with in the middle of described cover plate, and four bolts are welded in the position of corresponding step (1) described bolt hole below described cover plate, cut in half along described cover plate central line direction after four bolt weldings complete;
(3) rubber ring is prepared:
prepared rubber ring matches with the circular opening diameter described in step (1), and prepared rubber ring ring body and outer ring are high elastic rubber and make, and cut in half along rubber ring centerline direction;
(4) install:
a: when platform or floor slab formerecting, soffit formwork prepared by described step (1) is placed on trunk both sides, trunk circle is fixed described soffit formwork behind centre, described soffit formwork bottom surface is concordant with platform or soffit, the pvc pipe of diameter 24mm is placed, prepared screw-bolt hole at described soffit formwork four bolt hole places;
b: concreting outside the baffle plate of described soffit formwork, completes platform construction;
c: after platform or slab form are removed, rubber ring prepared by step (3) is placed in respectively in described soffit formwork central circular hole, then the cover plate prepared by step (2) is placed, the alignment line of described cover plate is vertical with the alignment line of described rubber ring and soffit formwork, last set bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310475618.9A CN103541455B (en) | 2013-10-14 | 2013-10-14 | A kind of method cushioning concrete structure and clash into |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310475618.9A CN103541455B (en) | 2013-10-14 | 2013-10-14 | A kind of method cushioning concrete structure and clash into |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103541455A CN103541455A (en) | 2014-01-29 |
| CN103541455B true CN103541455B (en) | 2015-11-18 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310475618.9A Active CN103541455B (en) | 2013-10-14 | 2013-10-14 | A kind of method cushioning concrete structure and clash into |
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| CN (1) | CN103541455B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3337727A1 (en) * | 1983-10-18 | 1985-04-25 | Paul 6000 Frankfurt Huke | Elastic tree-protection device |
| CN2190402Y (en) * | 1994-06-20 | 1995-03-01 | 河北清州铸物有限公司 | Tree protective cover of iron skeleton terrazzo |
| CN1117747A (en) * | 1993-12-09 | 1996-02-28 | 赫尔曼·A·德雷尔 | Structural insert for providing root-space protection |
| CN1978376A (en) * | 2005-12-07 | 2007-06-13 | 天津市世纪东方建筑景观雕塑技术开发中心 | Method for preparing artificial bank-protection bark pile of GRC material |
| CN202160475U (en) * | 2011-06-09 | 2012-03-14 | 杨水平 | Tree protective plate |
-
2013
- 2013-10-14 CN CN201310475618.9A patent/CN103541455B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3337727A1 (en) * | 1983-10-18 | 1985-04-25 | Paul 6000 Frankfurt Huke | Elastic tree-protection device |
| CN1117747A (en) * | 1993-12-09 | 1996-02-28 | 赫尔曼·A·德雷尔 | Structural insert for providing root-space protection |
| CN2190402Y (en) * | 1994-06-20 | 1995-03-01 | 河北清州铸物有限公司 | Tree protective cover of iron skeleton terrazzo |
| CN1978376A (en) * | 2005-12-07 | 2007-06-13 | 天津市世纪东方建筑景观雕塑技术开发中心 | Method for preparing artificial bank-protection bark pile of GRC material |
| CN202160475U (en) * | 2011-06-09 | 2012-03-14 | 杨水平 | Tree protective plate |
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| Publication number | Publication date |
|---|---|
| CN103541455A (en) | 2014-01-29 |
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