CN105113690B - Spend pond and its construction method in a kind of floor edge - Google Patents
Spend pond and its construction method in a kind of floor edge Download PDFInfo
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- CN105113690B CN105113690B CN201510564822.7A CN201510564822A CN105113690B CN 105113690 B CN105113690 B CN 105113690B CN 201510564822 A CN201510564822 A CN 201510564822A CN 105113690 B CN105113690 B CN 105113690B
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Abstract
The present invention relates to a kind of floor edge Hua Chi, its construction techniques is also related to, belong to construction engineering technical field.Floor edge Hua Chi.The armored concrete for extending pinnacle facing forward spends bottom of pond plate, is fixed on the armored concrete rear side coaming plate of semi-surrounding on building floor under the flower pond includes being fixed on building floor, and armored concrete lobate cover plate of the buckle closure on flower bottom of pond plate and rear side coaming plate；The convex tendon down that flower bottom of pond plate middle part Formation cross-section is in the shape of the letter V, lobate cover plate middle part Formation cross-section it is triangular in shape towards lower recess；Fill concrete and cavity is formed between rear side coaming plate between lobate cover plate and flower bottom of pond plate, constitute the floor edge Hua Chi on extension pinnacle.Sound construction stabilization of the present invention, the equal mature and reliable of design and construction；While with architectural image aesthetic effect, additionally it is possible to meet and use the requirement of function；The impression of building user can also be significantly improved as building periphery maintenance prevention.
Description
Technical field
The present invention relates to one kind building flower pond, especially a kind of floor edge Hua Chi, also relates to its construction side
Method, belongs to construction engineering technical field.
Background technology
With constantly bringing forth new ideas for expanding economy and Building technology, modern architecture increasingly pursues theory environmental protection, wind
Lattice are naturally pure and fresh.
The content of the invention
It is an object of the invention to：Propose a kind of reliable attachment at building edge, the floor edge with ideal tensile strength
Hua Chi, while corresponding construction techniques is given, so as on the premise of building standard is met, meet environmental protection, nature
Pure and fresh modern architecture requirement.
In order to reach object above, flower pond basic technical scheme in floor edge of the invention is, including is fixed on building building
Extend the armored concrete flower bottom of pond plate on pinnacle under plate forward, being fixed on rear side of the armored concrete of semi-surrounding on building floor
Coaming plate, and armored concrete lobate cover plate of the buckle closure on the colored bottom of pond plate and rear side coaming plate；The colored bottom of pond plate middle part
Formation cross-section is in the shape of the letter V and extends to the convex tendon down on the pinnacle, the lobate cover plate middle part Formation cross-section it is triangular in shape and
Extend to the pinnacle towards lower recess；Between the lobate cover plate and flower bottom of pond plate fill concrete and with rear side coaming plate
Between form cavity.
The construction method in flower pond in floor edge of the present invention is comprised the following steps：
The first step, structure supported underneath frame --- the bottom bracing of encorbelmenting of a group and its edge-perpendicular is fixed on lower floor's floor
Beam, one group of height pillar progressively lower from the inside to the outside is fixed at interval on each bottom bracing beam, is fixed in corresponding post top portion and is undertaken vertical
To the transverse horizontal beam of bent beam, shape and flower bottom of pond portion's buckling shape of the buckling beam match, positioned at building
Underfloor；
Second step, structure flower bottom of pond mould --- made respectively on one group by the horizontal vertical cross-section bottom shape of flower cell compartment
Draw-in groove template with V-arrangement notch in the middle of portion, and the relevant position of bent beam is separately fixed at, will then have flexibility
Template bar is fixed at each V-arrangement notch one by one, forms the bottom of pond template that the front end identical with flower pond bottom shape forms pinnacle, then
In the latticed reinforcing bar that colligation in bottom of pond template intersects in length and breadth, longitudinal reinforcement is taken root in building floor；
The empty template of 3rd step, structure --- it is after making empty template by flower pond internal cavities shape, its entirety is fixed
On building floor precalculated position；
4th step, structure rear side boxing --- by the horizontal cross-section rear side shape of flower cell compartment, one group of inner side is made respectively
In the draw-in groove template of semi-surrounding, and corresponding height and position is separately fixed at by vertical support, then will be with flexible
Template bar be fixed on inner side one by one, form the rear side boxing that two front ends identical with flower pond rear side shape form wedge angle, rear side
In boxing colligation it is vertical with level to the latticed reinforcing bar for intersecting, vertical reinforcing bar is taken root in building floor；
5th step, structure extension cover mold --- made respectively under one group by the horizontal vertical cross-section cover plate shape of flower cell compartment
There is the draw-in groove template of triangular hill in the middle of portion, and corresponding interval position is separately fixed at by interval support, then
To there is flexible template bar to be fixed on triangular hill side one by one, form the front end identical with flower pool cover mould shape and form pinnacle
Lobate extension cover mold, extension cover mold in colligation it is vertical with level to the latticed reinforcing bar for intersecting after, buckle closure is fixed on colored bottom of pond
On mould and rear side boxing, complete armored concrete formwork for placing is formed；
6th step, one-piece casting completion --- casting concrete, remove all templates after maintenance, form lobate cover plate and flower
Fill concrete and cavity is formed between rear side coaming plate between bottom of pond plate, the floor edge Hua Chi with extension pinnacle.
In building structure, the present invention compared with prior art, has the advantages that：
1）Reinforced bar support is extended from major structure of construction floor, therefore sound construction stabilization, can be architectural with analogy
Cantilevered structure, the equal mature and reliable of design and construction；
2）While with architectural image aesthetic effect, additionally it is possible to meet using the requirement of function, than traditional movement
Hua Chi is safer；
3）Building periphery is safeguarded that railing or window are split by Hua Chike as building periphery maintenance prevention, is significantly changed
The impression of kind building user.
On construction process, the present invention compared with prior art, with following outstanding advantages：
1）The construction of complex model need to can be only completed with common construction material, construction costs is significantly reduced, and favorably
In energy-conserving and environment-protective；
2）The construction parameter corresponding shuttering supporting of making that its shape is extracted in multi-faceted cutting is carried out by flower pond, therefore
Shaping is accurate, and technique is easy；
3）Support of encorbelmenting is set up by lower floor's floor, easy construction is safe and reliable, remove facility, meeting construction
It is required that on the premise of, significantly save cost.
Brief description of the drawings
The present invention is further illustrated below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the embodiment of the present invention one.
Fig. 2 is the sectional view of Fig. 1.
Fig. 3 is the A-A sectional views of Fig. 2.
Fig. 4 is the B-B sectional views of Fig. 2.
Fig. 5 is one of the building construction process of Fig. 1 embodiments schematic diagram.
Fig. 6 is two schematic diagrames of the building construction process of Fig. 1 embodiments.
Fig. 7 is three schematic diagrames of the building construction process of Fig. 1 embodiments.
Fig. 8 is four schematic diagrames of the building construction process of Fig. 1 embodiments.
Fig. 9 is five schematic diagrames of the building construction process of Fig. 1 embodiments.
Figure 10 is six schematic diagrames of the building construction process of Fig. 1 embodiments.
Figure 11 is seven schematic diagrames of the building construction process of Fig. 1 embodiments.
Figure 12 is eight schematic diagrames of the building construction process of Fig. 1 embodiments.
Figure 13 is nine schematic diagrames of the building construction process of Fig. 1 embodiments.
Specific embodiment
Embodiment one
As shown in Figure 1,2,3, 4, armored concrete flower bottom of pond plate 1 is fixed on building building to the floor edge Hua Chi of the present embodiment
Under plate 2, and extend pinnacle 1-1 forward.Floor 2 has bottom girder 2-1.Armored concrete rear side coaming plate 3 is fixed on building floor
On, form semi-surrounding structure.The lobate buckle closure of cover plate 4 of armored concrete is on flower bottom of pond plate 1 and rear side coaming plate 3.In flower bottom of pond plate 1
Portion's Formation cross-section is in the shape of the letter V and extends to the convex tendon 1-2 down of pinnacle 1-1, the middle part Formation cross-section of lobate cover plate 4 it is triangular in shape and
Extend to pinnacle 1-1 towards lower recess.Fill concrete between lobate cover plate 4 and flower bottom of pond plate 1, and between rear side coaming plate 3
Cavity 5 is formed, so as to constitute the floor edge Hua Chi with extension pinnacle.
More specifically, the longitudinal reinforcement 1-3 in flower bottom of pond plate 1 is taken root in building floor 2, and is handed over bottom girder reinforcing bar 2-2
Fork colligation.Vertical reinforcing bar 3-1 in rear side coaming plate 3 is also taken root in building floor 2 in inverted U-shaped.
The Specific construction process in pond is spent as shown in Fig. 5 to Figure 13 in the present embodiment floor edge, including：
The first step, structure supported underneath frame（Referring to Fig. 5, Fig. 6）--- with the U-shaped card being spaced apart on lower floor floor 2'
Hoop 7 fixes three and encorbelmented bottom bracing beam 6 with the I-steel of its edge-perpendicular, in the projecting end weld interval distribution of each bottom bracing beam 6
After three vertical steel bar ends 8, thereby level altitude pillar 9 progressively lower from the inside to the outside respectively, holds in the fixation of the top of corresponding pillar 9
Three transverse horizontal beams of buckling beam 10 11 of load, shape and flower bottom of pond portion's buckling shape phase of buckling beam 10
Match somebody with somebody, under building floor 2.
Second step, structure flower bottom of pond mould（Referring to Fig. 7, Fig. 8）--- by the horizontal vertical cross-section bottom shape of flower cell compartment
Making respectively has the draw-in groove template 12 of V-arrangement notch in the middle of one group of top, and is separately fixed at the corresponding positions of bent beam 10
Put, will then there is flexible template bar to be fixed on one by one at each V-arrangement notch, form the front end shape identical with flower pond bottom shape
Into the bottom of pond template 13 on pinnacle, the latticed reinforcing bar that colligation intersects in length and breadth in bottom of pond template 13, longitudinal reinforcement is taken root in building
Build floor 2.
The empty template of 3rd step, structure（Referring to Fig. 9）--- after making empty template 14 by flower pond internal cavities shape, will
It is integrally attached on the precalculated position of building floor 2.
4th step, structure rear side boxing（Referring to Figure 10, Figure 11）--- by the horizontal cross-section rear side shape of flower cell compartment, point
Draw-in groove template 15 of one group of inner side in semi-surrounding is not made, and fixes it respectively by the vertical shuttering supporting 17 being spaced apart
In corresponding height and position, will then there is flexible template bar to be fixed on inner side one by one, formed and coincide with flower pond rear side shape
Two front ends form the rear side boxing 16 of wedge angle, in rear side boxing 16 colligation it is vertical with level to the latticed reinforcing bar for intersecting, it is vertical
Taken root in building floor 2 to reinforcing bar.
5th step, structure extension cover mold（Referring to Figure 12, Figure 13）--- by the horizontal vertical cross-section cover plate shape of flower cell compartment
Shape makes respectively has the draw-in groove template 18 of triangular hill in the middle of one group of bottom, and by interval support reinforcing strip 19 by its
Corresponding interval position is separately fixed at, will then there is flexible template bar to be fixed on triangular hill side one by one, formed and flower
The identical front end of pool cover mould shape forms the lobate extension cover mold on pinnacle, extension cover mold reserved with cavity template joining place pour into
Material mouth 20, extension cover mold in colligation it is vertical with level to the latticed reinforcing bar for intersecting after, buckle closure is fixed on colored bottom of pond mould and rear side
On boxing, and reinforced by before and after M shapes briquetting 22 and the tension of stud 23 two-tube 21, form complete armored concrete and pour
Building mould.
6th step, one-piece casting completion --- casting concrete, remove all templates after maintenance, form lobate cover plate and flower
Fill concrete and cavity is formed between rear side coaming plate between bottom of pond plate, the floor edge Hua Chi with extension pinnacle（Figure
1）.
Floor edge flower pond implied meaning after building up is parked in architectural bird, while filling planting inside pond can spent
Flowers, plants and trees etc..
Claims (6)
1. a kind of floor edge Hua Chi, it is characterised in that：The reinforcing bar for extending pinnacle forward including being fixed under building floor is mixed
Solidifying soil flower bottom of pond plate, the armored concrete rear side coaming plate for being fixed on semi-surrounding on building floor, and buckle closure is in the colored bottom of pond
The lobate cover plate of armored concrete on plate and rear side coaming plate；Colored bottom of pond plate middle part Formation cross-section is in the shape of the letter V and extends to institute
State the convex tendon down on pinnacle, the lobate cover plate middle part Formation cross-section it is triangular in shape and extend to the pinnacle towards lower recess；
Fill concrete and cavity is formed between the lobate cover plate and flower bottom of pond plate between rear side coaming plate.
2. floor edge Hua Chi according to claim 1, it is characterised in that：Longitudinal reinforcement in the colored bottom of pond plate is taken root
In building floor.
3. floor edge Hua Chi according to claim 2, it is characterised in that：Longitudinal reinforcement and building in the colored bottom of pond plate
Plate bottom girder reinforcing bar racking seizing.
4. floor edge Hua Chi according to claim 3, it is characterised in that：Vertical reinforcing bar in the rear side coaming plate is in
U-shaped, takes root in building floor.
5. the construction method in pond is spent according to any floor edge of Claims 1-4, it is characterised in that comprise the following steps：
The first step, structure supported underneath frame --- the bottom bracing beam of encorbelmenting of a group and its edge-perpendicular is fixed on lower floor's floor,
One group of height pillar progressively lower from the inside to the outside is fixed at interval on each bottom bracing beam, is fixed in corresponding post top portion and is undertaken buckling
The transverse horizontal beam of beam, shape and flower bottom of pond portion's buckling shape of the buckling beam match, under building floor；
Second step, build flower bottom of pond mould --- in making one group of top respectively by the horizontal vertical cross-section bottom shape of flower cell compartment
Between there is the draw-in groove template of V-arrangement notch, and be separately fixed at the relevant position of bent beam, will then have flexible template
Bar is fixed at each V-arrangement notch one by one, the bottom of pond template that the front end identical with flower pond bottom shape forms pinnacle is formed, then at pond
The latticed reinforcing bar that colligation intersects in length and breadth on end template, longitudinal reinforcement is taken root in building floor；
The empty template of 3rd step, structure --- after making empty template by flower pond internal cavities shape, it is integrally attached to build
On build floor precalculated position；
4th step, structure rear side boxing --- by the horizontal cross-section rear side shape of flower cell compartment, it is in half that one group of inner side is made respectively
The draw-in groove template of encirclement, and corresponding height and position is separately fixed at by vertical support, will then there is flexible mould
Lath is fixed on inner side one by one, forms the rear side boxing that two front ends identical with flower pond rear side shape form wedge angle, rear side boxing
Interior colligation it is vertical with level to the latticed reinforcing bar for intersecting, vertical reinforcing bar is taken root in building floor；
5th step, build extension cover mold --- in making one group of bottom respectively by the horizontal vertical cross-section cover plate shape of flower cell compartment
Between have triangular hill draw-in groove template, and by interval support be separately fixed at corresponding interval position, then will tool
Flexible template bar is fixed on triangular hill side one by one, forms the leaf that the front end identical with flower pool cover mould shape forms pinnacle
Shape protract cover mold, extension cover mold in colligation it is vertical with level to the latticed reinforcing bar for intersecting after, buckle closure be fixed on colored bottom of pond mould with
On rear side boxing, complete armored concrete formwork for placing is formed；
6th step, one-piece casting completion --- casting concrete, remove all templates after maintenance, form lobate cover plate with flower bottom of pond
Fill concrete and cavity is formed between rear side coaming plate between plate, the floor edge Hua Chi with extension pinnacle.
6. pond construction method is spent at floor edge according to claim 5, it is characterised in that：By M shapes in 5th step
The front and rear two-tube reinforcing formwork for placing that briquetting and stud are tensed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510564822.7A CN105113690B (en) | 2015-09-08 | 2015-09-08 | Spend pond and its construction method in a kind of floor edge |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510564822.7A CN105113690B (en) | 2015-09-08 | 2015-09-08 | Spend pond and its construction method in a kind of floor edge |
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| Publication Number | Publication Date |
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| CN105113690A CN105113690A (en) | 2015-12-02 |
| CN105113690B true CN105113690B (en) | 2017-06-23 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105766440B (en) * | 2016-03-24 | 2018-03-02 | 河南成兴建设工程有限公司 | Make concrete profiled tree pond template and preparation method |
| CN111663722A (en) * | 2020-06-01 | 2020-09-15 | 江苏省华建建设股份有限公司 | Twin-tree-shaped concrete canopy column and construction method thereof |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498534A (en) * | 2013-09-16 | 2014-01-08 | 深圳市中邦(集团)建设总承包有限公司 | Bionic tree-shaped concrete column and construction method thereof |
| CN204983311U (en) * | 2015-09-08 | 2016-01-20 | 深圳市中邦(集团)建设总承包有限公司 | Floor edge flower pond |
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|---|---|---|---|---|
| JP2003239436A (en) * | 2002-02-20 | 2003-08-27 | Fujimori Sangyo Kk | Concrete slab with stepped section |
| JP2011094335A (en) * | 2009-10-28 | 2011-05-12 | Takenaka Komuten Co Ltd | Method for constructing floor slab |
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Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103498534A (en) * | 2013-09-16 | 2014-01-08 | 深圳市中邦(集团)建设总承包有限公司 | Bionic tree-shaped concrete column and construction method thereof |
| CN204983311U (en) * | 2015-09-08 | 2016-01-20 | 深圳市中邦(集团)建设总承包有限公司 | Floor edge flower pond |
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