CN207582966U - Consolidate sedimentation basin constructing structure outside a kind of inner support - Google Patents
Consolidate sedimentation basin constructing structure outside a kind of inner support Download PDFInfo
- Publication number
- CN207582966U CN207582966U CN201721717399.0U CN201721717399U CN207582966U CN 207582966 U CN207582966 U CN 207582966U CN 201721717399 U CN201721717399 U CN 201721717399U CN 207582966 U CN207582966 U CN 207582966U
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- arc
- bar
- groove structure
- steel
- arc groove
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- 238000004062 sedimentation Methods 0.000 title claims abstract description 15
- 238000009415 formwork Methods 0.000 claims abstract description 24
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 22
- 239000010959 steel Substances 0.000 claims abstract description 22
- 239000004744 fabric Substances 0.000 claims abstract description 13
- 230000015271 coagulation Effects 0.000 claims abstract description 7
- 238000005345 coagulation Methods 0.000 claims abstract description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 24
- 229910052742 iron Inorganic materials 0.000 claims description 12
- 210000003205 muscle Anatomy 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 3
- 238000010276 construction Methods 0.000 description 16
- 238000009826 distribution Methods 0.000 description 7
- 238000010586 diagram Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 230000009466 transformation Effects 0.000 description 2
- 210000000481 breast Anatomy 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000008400 supply water Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model discloses consolidate sedimentation basin constructing structure outside a kind of inner support, including square pond body, arc groove structure is built on the bottom of pond top surface of pond body, the top surface diameter of arc groove structure is equal with the length of side of square pool wall, multiple concentric Steel-bar Pile is provided in arc groove structure, the absolute altitude of each circle Steel-bar Pile is equal to the absolute altitude of the arc groove structure of corresponding position, the steel fabric sheet of the absolute altitudes such as setting and the circle Steel-bar Pile is circularized at every circle Steel-bar Pile, and it is connected to each other between adjacent steel fabric sheet and to form concrete coagulation support soft framework, according to the arcuate shape in the arc corner of setting, the arc formwork in arc corner being upturned is installed between the outer wall of the quadrangle of pond inner wall and arc groove structure.Arc precision and form stable may insure by this structure.
Description
Technical field
The utility model is related to consolidate sedimentation basin constructing structure outside a kind of construction of sedimentation basin, more particularly to a kind of inner support.
Background technology
For original landforms be hills landforms, the construction of the special-shaped curved plate of the high-precision sedimentation basin of complex geologic conditions
Quality control is to meet the key point of equipment stable operation production.Ensure bottom plate arc using template construction structure solid outside inner support
Size precision, stringent control curved plate concrete pouring quality ensure the durability of bottom plate.Finally, meet equipment installation
And operation is smooth.
Chinese patent application No. is CN201410268068.8, which discloses, " separates the underwater construction side of transformation distribution well
Method " includes the following steps：Preparation of construction and surveying setting-out make flashboard, with jack that flashboard upside-down mounting is in place, and lock is installed in water
Plate separates distribution well, distribution well is divided into distribution well rebuilding construction side and distribution well normal operation side, and distribution well transformation is applied
Work side sets dividing wall.This patent is the construction of the distribution well to supply water, is not suitable for the construction of arc sedimentation basin.
Invention content
The purpose of the utility model is to overcome the deficiencies in the prior art, provide a kind of installation technology it is simple securely,
Installation accuracy is high, at low cost, consolidates sedimentation basin constructing structure outside reliable in quality, the inner support of high safety.
Consolidate sedimentation basin constructing structure outside a kind of inner support, including square pond body, arc is built on the bottom of pond top surface of pond body
Connected in star structure, the top surface diameter of the arc groove structure is equal with the length of side of square pool wall, recessed in the arc
Multiple concentric Steel-bar Pile is provided in slot structure, the absolute altitude of each circle Steel-bar Pile is equal to the arc groove structure of corresponding position
Absolute altitude circularizes the steel fabric sheet of the absolute altitudes such as setting and the circle Steel-bar Pile, and adjacent steel fabric sheet at every circle Steel-bar Pile
Between be connected to each other to form concrete coagulation support soft framework, in the pond inner wall quadrangle vicinity of pond body into pool wall concrete point
It is not implanted with and takes root in muscle more, each outer end for taking root in muscle is welded with angle steel, and inclined-plane is in the angle steel outer end and is welded with oblique branch
Fagging is welded with split bolt bar, according to the arc shape in the arc corner of setting in the intermediate vertical of the skewed horizontal load plate
Shape is equipped with the arc in arc corner being upturned between the outer wall of the quadrangle of pond inner wall and the arc groove structure
Template, it is stupefied to be equipped with the flat iron bar being correspondingly arranged with skewed horizontal load plate on the outer wall of the arc formwork, split bolt bar
The arc formwork stupefied and described across flat iron bar, the skewed horizontal load plate with flat iron bar is stupefied is fixedly linked, in the arc
Sheeting caps is placed among groove structure, arc formwork stent, the arc are erected among the arc groove structure
Shape falsework includes upright bar and transverse bar member, and the head that gets rid of of the upright bar and embedded bar stake is fixedly linked, the pin of upright bar
Branch is located on sheeting caps, and the transverse bar member is fixedly connected with split bolt bar.
The construction of the utility model structure arc formwork mainly using pool wall bar planting structure, set up arc inner supporting member angle steel,
Skewed horizontal load plate, split bolt bar ensure arc precision and form stable, thus it is ensured that arc formwork dimensional accuracy with inner supporting member
It is required that the dimensional accuracy of inner supporting member and the requirement of rebar-planting quality are converted into, while in the opposite side transverse direction of arc formwork stent
Rod piece is fixedly connected with split bolt bar and withstands arc formwork.The inner wall of pool wall is ensured using template construction structure solid outside inner support
The size precision in the arc corner being upturned is built between the outer wall of quadrangle and the arc groove structure.Furthermore with
The precision of multiple concentric Steel-bar Pile structure control groove structure.
Description of the drawings
Fig. 1 is the concentric circles loop wire that sedimentation basin constructing structure pool wall and bottom of pond pop up admittedly outside a kind of inner support of the utility model
With the schematic top plan view of center circle loop wire；
Fig. 2 be the utility model a kind of inner support outside admittedly sedimentation basin constructing structure use inner supporting member in bar planting, angle steel
With shank of bolt schematic diagram；
Fig. 3 is the bottom of pond of sedimentation basin constructing structure and groove structure and arc corner admittedly outside a kind of inner support of the utility model
And the construction node schematic diagram of inner supporting member；
Fig. 4 is the bottom of pond of sedimentation basin constructing structure and groove structure and arc corner admittedly outside a kind of inner support of the utility model
And the construction node schematic diagram of support arm.
Specific embodiment
Below in conjunction with the accompanying drawings, specific embodiment of the present utility model is described in detail.
Admittedly sedimentation basin constructing structure outside a kind of inner support of the utility model as shown in drawings, including square pond body,
Arc groove structure, the top surface diameter of the arc groove structure 3 and square pool wall are built on 9 top surface of bottom of pond of pond body
1 length of side is equal, and multiple concentric Steel-bar Pile, the absolute altitude of each circle Steel-bar Pile etc. are provided in the arc groove structure 3
In the absolute altitude of the arc groove structure 3 of corresponding position, the absolute altitudes such as setting and the circle Steel-bar Pile are circularized at every circle Steel-bar Pile
Steel fabric sheet, and be connected to each other between adjacent steel fabric sheet to be formed concrete coagulation support soft framework, in the pond of pond body
Inner wall quadrangle vicinity is implanted with respectively into pool wall concrete takes root in muscle 5 more, and each outer end for taking root in muscle 5 is welded with angle steel 6, institute
Inclined-plane is in the angle steel outer end stated and is welded with skewed horizontal load plate 7, is welded in the intermediate vertical of the skewed horizontal load plate 7 to drawing
Shank of bolt 8, according to the arcuate shape in the arc corner of setting, the quadrangle of inner wall and the outer wall of the arc groove structure in pond
Between the arc formwork 11 in the arc corner being upturned is installed, be equipped on the outer wall of the arc formwork with it is oblique
The flat iron bar that support plate 7 is correspondingly arranged is stupefied, and split bolt bar 8 passes through the stupefied and described arc formwork 11 of flat iron bar, and described is oblique
To support plate with flat iron bar is stupefied is fixedly linked, sheeting caps is placed among the arc groove structure, in the arc
Arc formwork stent is erected among groove structure, the arc formwork stent 10 includes upright bar and transverse bar member, described
The head that gets rid of of upright bar and embedded bar stake is fixedly linked, and the pin branch of upright bar is located on sheeting caps, prevents from destroying curved bottom.It is described
Transverse bar member be fixedly connected with split bolt bar 8.
The construction method of the utility model structure is as follows：
(1) it carries out square pool wall 1 and bottom of pond 9 is constructed, according to arc to be built on 9 top surface of bottom of pond for completing construction
The shape pop-up multiple concentric loop line of groove structure, encloses loop line 2 centered on concentric circles loop wire, by center by bosom one
The multiple concentric loop line of loop line periphery is the interior of pool wall 1 as outer annular line 4, wherein the outer annular line 4 of outmost turns
The circle of contact；
(2) setting and the absolute altitude control line of corresponding groove structure at center circle loop wire on pool wall, are erected in 9 upper edge of bottom of pond
Nogata distinguishes pre-buried more Steel-bar Piles to the position that outer annular line is often enclosed in correspondence and often encloses groove at outer annular line to control
The absolute altitude of structure；
(3) each absolute altitude according to setting carries out 3 coagulation of arc groove structure in the bottom of pond 9 of the square pool wall 1
Soil pours, and the top surface diameter of the arc groove structure 3 is equal with the length of side of square pool wall 1, the specific steps are：(a) exist
Most the inside two is enclosed and setting and the steel fabric sheet of the absolute altitudes such as the circle Steel-bar Pile is circularized at Steel-bar Piles, and by adjacent steel fabric sheet
Between be attached to be formed concrete coagulation support soft framework, it is ensured that concrete forming.Then by the way of directly pouring simultaneously
And the concrete construction in the arc groove structure region is carried out according to the absolute altitude of the often circle loop line of setting；(b) in most the inside two
Enclose setting and the steel fabric sheet of the absolute altitudes such as the circle Steel-bar Pile at a circle Steel-bar Pile of Steel-bar Pile periphery, and by the circle steel fabric sheet
It is attached to form concrete coagulation support soft framework with adjacent inner ring steel fabric sheet, then by the way of directly pouring simultaneously
And the concrete construction in the arc groove structure region is carried out according to the absolute altitude of the often circle loop line of setting；(c) step (b) is repeated
It is poured until completing arc groove structural concrete.
(4) arc being upturned is built between the outer wall of the inner wall quadrangle of pool wall 1 and the arc groove structure
Corner, the specific steps are：(a) it in 1 four jiaos of vicinity pop-up grid cables of pool wall, is mixed on the crosspoint of grid cable to pool wall
Solidifying soil reinforcement planting 5, the other end welding angle steel 6 of bar planting, the angle steel other end is inclined-plane and is welded with skewed horizontal load plate 7, described
The intermediate vertical of skewed horizontal load plate 7 be welded with split bolt bar 8；(b) according to the arcuate shape of setting the quadrangle of pool wall 1 with
The arc formwork 11 in the arc corner being upturned is installed, in the arc mould between the outer wall of the arc groove structure
The flat iron bar being correspondingly arranged with skewed horizontal load plate 7 is installed stupefied on the outer wall of plate, split bolt bar 8 passes through flat iron bar stupefied and described
Arc formwork 11, then by skewed horizontal load plate 7 with flat iron bar is stupefied is fixedly linked one by one；(c) in the arc groove structure
Sheeting caps is placed in centre, and arc formwork stent, the arc formwork branch are then set up among the arc groove structure
Frame 10 includes upright bar and transverse bar member, and the upright bar is fixedly linked with embedded bar stake, and the pin branch of upright bar is located at sheeting caps
On, it prevents from destroying curved bottom.The transverse bar member is fixedly connected with split bolt bar 8.
(d) space surrounded in two times to arc formwork and 1 four corners of pool wall by the reserved window on arc formwork 11
Casting concrete.Preferred first time concrete can be poured to 2/3rds of spatial altitude.
Claims (1)
1. consolidate sedimentation basin constructing structure outside a kind of inner support, it is characterised in that：Including square pond body, on the bottom of pond top surface of pond body
Arc groove structure is built with, the top surface diameter of the arc groove structure is equal with the length of side of square pool wall, described
Arc groove structure in be provided with multiple concentric Steel-bar Pile, the arc that the absolute altitude of each circle Steel-bar Pile is equal to corresponding position is recessed
The absolute altitude of slot structure circularizes the steel fabric sheet of the absolute altitudes such as setting and the circle Steel-bar Pile, and adjacent at every circle Steel-bar Pile
It is connected to each other to form concrete coagulation support soft framework between steel fabric sheet, be mixed in the pond inner wall quadrangle vicinity of pond body to pool wall
It is implanted with respectively in solidifying soil and takes root in muscle more, each outer end for taking root in muscle is welded with angle steel, and inclined-plane is in the angle steel outer end and welds
There is skewed horizontal load plate, split bolt bar is welded in the intermediate vertical of the skewed horizontal load plate, according to the arc corner of setting
Arcuate shape, the arc angle being upturned is installed between the outer wall of the quadrangle of pond inner wall and the arc groove structure
The arc formwork in portion, it is stupefied to be equipped with the flat iron bar being correspondingly arranged with skewed horizontal load plate on the outer wall of the arc formwork, right
Shank of bolt is drawn to pass through the stupefied and described arc formwork of flat iron bar, the skewed horizontal load plate with flat iron bar is stupefied is fixedly linked, in institute
Sheeting caps is placed among the arc groove structure stated, arc formwork stent is erected among the arc groove structure,
The arc formwork stent includes upright bar and transverse bar member, and the head that gets rid of of the upright bar and embedded bar stake is fixedly linked, and stands
The pin branch of bar is located on sheeting caps, and the transverse bar member is fixedly connected with split bolt bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721717399.0U CN207582966U (en) | 2017-12-09 | 2017-12-09 | Consolidate sedimentation basin constructing structure outside a kind of inner support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721717399.0U CN207582966U (en) | 2017-12-09 | 2017-12-09 | Consolidate sedimentation basin constructing structure outside a kind of inner support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207582966U true CN207582966U (en) | 2018-07-06 |
Family
ID=62737272
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721717399.0U Active CN207582966U (en) | 2017-12-09 | 2017-12-09 | Consolidate sedimentation basin constructing structure outside a kind of inner support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207582966U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113149581A (en) * | 2021-05-12 | 2021-07-23 | 山东鲁泰建材科技集团有限公司 | Concrete companion plate and preparation process thereof |
-
2017
- 2017-12-09 CN CN201721717399.0U patent/CN207582966U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113149581A (en) * | 2021-05-12 | 2021-07-23 | 山东鲁泰建材科技集团有限公司 | Concrete companion plate and preparation process thereof |
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Effective date of registration: 20180914 Granted publication date: 20180706 |
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Date of cancellation: 20190618 Granted publication date: 20180706 |
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| PP01 | Preservation of patent right | ||
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Effective date of registration: 20210415 Granted publication date: 20180706 |
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Date of cancellation: 20240109 Granted publication date: 20180706 |