CN108914967A - The template mounting structure and method of pond antiseep - Google Patents
The template mounting structure and method of pond antiseep Download PDFInfo
- Publication number
- CN108914967A CN108914967A CN201810959454.XA CN201810959454A CN108914967A CN 108914967 A CN108914967 A CN 108914967A CN 201810959454 A CN201810959454 A CN 201810959454A CN 108914967 A CN108914967 A CN 108914967A
- Authority
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- Prior art keywords
- pond
- main joist
- template
- double
- pool wall
- Prior art date
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- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 10
- 238000000465 moulding Methods 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 239000004567 concrete Substances 0.000 claims description 11
- 238000009434 installation Methods 0.000 claims description 10
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 238000009415 formwork Methods 0.000 claims description 6
- 239000002023 wood Substances 0.000 claims description 6
- 238000010276 construction Methods 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 230000006835 compression Effects 0.000 claims description 3
- 238000007906 compression Methods 0.000 claims description 3
- 238000007667 floating Methods 0.000 claims description 3
- 238000003780 insertion Methods 0.000 claims description 3
- 230000037431 insertion Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 239000000463 material Substances 0.000 description 5
- 239000003673 groundwater Substances 0.000 description 4
- 210000000988 bone and bone Anatomy 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- TVEXGJYMHHTVKP-UHFFFAOYSA-N 6-oxabicyclo[3.2.1]oct-3-en-7-one Chemical compound C1C2C(=O)OC1C=CC2 TVEXGJYMHHTVKP-UHFFFAOYSA-N 0.000 description 1
- 238000000280 densification Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 231100000241 scar Toxicity 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The present invention relates to a kind of template mounting structure of pond antiseep and methods.Including template, template closes pool wall by lateral main joist and vertical secondary joist, pool wall two sides are respectively arranged with supporting rod, it is fixedly connected between supporting rod by the connecting rod of upper end, supporting rod lower end is fixed on pond baseboard, corresponding transverse direction main joist is arranged at intervals with multiple cross bars up and down in supporting rod, and the relatively transverse main joist one end of cross bar is connected with the lead screw for pressing lateral main joist by helicitic texture, is supported reinforcing to template by pressing lateral main joist.The present invention is using pool wall rod piece supported on both sides as stressed member, both ends are fixed, lateral cross bar is arranged according to a fixed spacing in centre, cross bar cooperation lead screw is supported the lateral main joist of its pond wall moulding board system to reinforce and holds out against and play the role of split bolt bar, split bolt bar is eliminated, to reduce the generation for avoiding being easy leakage phenomenon at split bolt.
Description
Technical field
The present invention relates to metallurgical construction technical field, the template mounting structure of specifically a kind of pond antiseep and side
Method.
Background technique
In metallurgical construction field, various reinforced concrete water ponds are often met（Such as each pond of water treatment system, pump house
Deng）, whether superstructure, underground structure or semi-underground structure, the also whether leakage in superstructure pond or underground
Water infilters pond, is all troubling thing, and what is often met at present is also the pool wall of pool formwork erection most generallyd use
Method, which is mainly worn split bolt and is welded with, connects steel plate water-stopping sheet mode, that is, 50 × 50 × 3mm is welded among split bolt
（Or it is circular）Steel plate waterstop strip, two ends add rubber washer form again, however this mode welding steel sealing piece works
Amount is big, welding is not in place, and split bolt material disposably puts into, cannot reuse, waste material, and more important is after infiltration
Deal with very trouble, not only it is at high cost, repair cumbersome, also resulting in bad reputation influences etc., leaks by statistics
Reason is mainly other than the factors such as concrete vibrating leakiness, not in place, formwork edge joint imprecision, spillage cause, mainly
Be steel plate waterstop strip welding not densification, water micro gap between split bolt and concrete slowly seeps（Thoroughly）Enter,
Therefore to thoroughly solve pool wall of pool leakage problems first is that disposably by pool wall of pool pouring molding, however reality is often difficult to
Accomplish；Two be exactly to cancel to drawing water-proof bolt.
Summary of the invention
Present invention seek to address that the above problem, the template for the pond antiseep for drawing water-proof bolt is pacified to provide a kind of nothing
Assembling structure and method.
The present invention solves described problem, the technical solution adopted is that：
A kind of template mounting structure of pond antiseep, including template, template pass through lateral main joist and vertical secondary joist to pond
Wall is closed, and pool wall two sides are respectively arranged with supporting rod, is fixedly connected between supporting rod by the connecting rod of upper end, branch
Strut member lower end is fixed on pond baseboard, and corresponding transverse direction main joist is arranged at intervals with multiple cross bars up and down in supporting rod, horizontal
The relatively transverse main joist one end of bar is connected with the lead screw for pressing lateral main joist by helicitic texture, laterally main by press
Keel are supported reinforcing to template in turn.
Preferably, the lower end that each lateral main joist is corresponded on vertical secondary joist is respectively arranged with bracket, prevents lateral master
Keel glide.
Preferably, lateral main joist is wooden flute or double-row steel pipe, and bracket is the lumps of wood, and the lumps of wood is fixed on vertical time by iron nail
On keel.
Preferably, be provided on pond baseboard with supporting rod cooperation earth anchor or hole, supporting rod by with earth anchor
It connects or is plugged in hole and then be fixed on pond baseboard.
Preferably, supporting rod is double-pole scaffold, and cross bar is by fastener fixing on double-pole scaffold.
A kind of Formwork Installation Method of pond antiseep, includes the following steps：
The first step：On pond baseboard and the cushion cap of pool wall surrounding or or anti-floating bottom plate carry out normal construction, in pool wall of pool two sides
The reserved two rows of earth anchors of uniform intervals or hole, the fixation device as double-pole scaffold；
Second step：Set up double-pole scaffold respectively inside and outside pool wall, the lower end of double-pole scaffold by being connect with earth anchor or
Person is plugged in hole and then is fixed on pond baseboard；
Third step：Pool wall reinforcing bar is normally bound and the installation of embedded part, casing；
4th step：Form for seal is carried out to pool wall, the locking of installation and lateral main joist including vertical secondary joist is laterally main
Keel use wooden flute or double-row steel pipe, to prevent lateral main joist from gliding, interval setting bracket, bracket on vertical secondary joist
Positioned at the lower end of lateral main joist, for holding lateral main joist；
5th step：The transverse direction for as requested fastening the cross bar that lead screw is connected with by helicitic texture press, compression template body is main
Then cross bar is fixedly connected by keel with fastener with the steel pipe of the double-pole scaffold of pool wall two sides, upper end connecting rod is by pool wall
Inside and outside double-pole scaffold be connected and fixed, formed integrated support system；
6th step：The two-way necessary horizontal and vertical bearing diagonal of setting on double-pole scaffold；
7th step：Lead screw by the way that cross bar front end is arranged in is adjusted the lateral main joist of its pond wall moulding board system, supports
With hold out against；
8th step：Carry out pool wall concrete pour and the work such as the dismounting of subsequent template frame body.
Preferably, in the first step, earth anchor is using in bar dowel or steel pipe the insertion pond baseboard of diameter of phi 25mm or more
200mm, leak outside 100mm；Or the diameter of reserved 100mm depth is more bigger by one than the main rod piece of double-pole scaffold on pond baseboard
The hole of point.
The present invention by adopting the above technical scheme, compared with prior art, the feature protruded is：
1. material is saved without to steel plate waterstop strip shank of bolt is drawn in concrete-pool-wall, it is environmentally protective.
2. in concrete is wrapped in reinforcing bar, thoroughly having prevented the small channel of water infiltration, having avoided leak stopping reparation from now on
Work.
3. saving the workload of a large amount of human weld's split bolt steel plate waterstop strips.
4. do not have to again carry out split bolt bar two ends rubber washer dismounting, with waterproof material block and bolt rod end
Head surface antirust treatment, surface is smooth, and impression quality is good.
5. on the shorter wall of thin-walled wall, height and the region application effect of rich groundwater is more significant.
6. being not limited to pond, it may extend to other fields such as the higher underground pipe gallery of level of ground water, foundation pit wall.
Detailed description of the invention
Fig. 1 is the template mounting structure schematic view of facade structure of pond antiseep in the prior art；
Fig. 2 is split bolt structural schematic diagram in the prior art；
Fig. 3 is schematic view of facade structure of the embodiment of the present invention；
In figure：Concrete cushion 1；Pond baseboard 2；Pool wall 3；Earth anchor or hole 4；Double-pole scaffold 5；Bearing diagonal 6；Laterally main dragon
Bone 7；Lead screw 8；Steel plate waterstop strip 9；Vertical secondary joist 10；Template 11；Split bolt bar 12；Connecting rod 13；Cross bar 14；Bracket
15。
Specific embodiment：
Below with reference to embodiment, the invention will be further described, and purpose, which is only that, more fully understands the content of present invention, therefore, institute
The example of act is not intended to limit protection scope of the present invention.
Referring to Fig. 1, Fig. 2, in the prior art, the lateral main joist in form bracing system passes through split bolt bar through walls
12 are welded with that connect steel plate waterstop strip 9 fixed.
Referring to Fig. 3, the template mounting structure of pond antiseep of the invention, including template 11, template 11 pass through laterally main
Keel 7 and vertical secondary joist 10 close pool wall 3, and 3 two sides of pool wall are respectively arranged with supporting rod, lead between supporting rod
The connecting rod 13 for crossing upper end is fixedly connected, and supporting rod lower end is fixed on pond baseboard 2, and concrete floor 2 is arranged in concrete
On bed course 1, corresponding about 7 main joist of transverse direction is arranged at intervals with multiple cross bars 14, the relatively transverse main dragon of cross bar 14 in supporting rod
7 one end of bone is connected with the lead screw 8 for pressing lateral main joist 7 by helicitic texture, right by pressing lateral main joist 7
Template 11 is supported reinforcing.
The lower end that each lateral main joist 7 is corresponded on vertical secondary joist 10 is respectively arranged with bracket 15, prevents laterally main dragon
Bone 7 glides.
Lateral main joist 7 is wooden flute or double-row steel pipe, and bracket 15 is the lumps of wood, and the lumps of wood is fixed on vertical secondary joist by iron nail
On 10.
Be provided with the earth anchor or hole 4 with supporting rod cooperation on pond baseboard 2, supporting rod by being connect with earth anchor or
It is plugged in hole and then is fixed on pond baseboard 2.
Supporting rod is double-pole scaffold 5, and cross bar 14 is by fastener fixing 5 on double-pole scaffold.
The Formwork Installation Method of pond antiseep, includes the following steps：
The first step：On pond baseboard 2 and the cushion cap of 3 surrounding of pool wall or anti-floating bottom plate carry out normal construction, in 3 two sides of pool wall of pool
The reserved two rows of earth anchors of uniform intervals or hole 4, as the fixation device of double-pole scaffold 5, earth anchor uses diameter of phi 25mm or more
Bar dowel or steel pipe insertion pond baseboard in 200mm, leak outside 100mm；Or 100mm depth is reserved on pond baseboard 2
The diameter hole more bigger than the main rod piece of double-pole scaffold 5.
Second step：Set up double-pole scaffold 5 respectively inside and outside pool wall 3, the lower end of double-pole scaffold 5 by with earth anchor
It connects or is plugged in hole and then be fixed on pond baseboard 2.
Third step：3 reinforcing bar of pool wall is normally bound and the installation of embedded part, casing.
4th step：Template 11 is carried out to pool wall 3 to close, installation and lateral main joist 7 including vertical secondary joist 10
Locking, lateral main joist 7 use wooden flute or double-row steel pipe, to prevent lateral main joist 7 from gliding, on vertical secondary joist 10 between
Every setting bracket 15, bracket 15 is located at the lower end of lateral main joist 7, and for holding lateral main joist 7, bracket 15 uses flitch,
It is fixed on vertical secondary joist 10 with iron nail.
5th step：The cross bar 14 that lead screw 8 is connected with by helicitic texture press, compression template body are fastened as requested
Then cross bar 14 is fixedly connected by lateral main joist 7 with fastener with the steel pipe of the double-pole scaffold 5 of 3 two sides of pool wall, upper end connects
Double-pole scaffold 5 inside and outside pool wall 3 is connected and fixed by extension bar 13, forms integrated support system.
6th step：The two-way necessary horizontal and vertical bearing diagonal 6 of setting on double-pole scaffold 5.
7th step：Lead screw 8 by the way that 14 front end of cross bar is arranged in adjusts the lateral main joist 7 of its pond wall moulding board system
It is whole, support and hold out against.
8th step：Carry out 3 concrete of pool wall pour and the work such as the dismounting of 11 frame body of subsequent template.
Extruding holds out against a spacing and calculates determination according to related wall stress condition.
The present invention using the fixed structural member of the upper and lower ends with some strength and rigidity as main stress system,
Several concentration supporting points are set on main rod piece, its wall form system is squeezed by adjustable concentration supporting point
It holds out against, rather than takes to locking mode is drawn, nothing is to water-proof bolt bar 12 is drawn in structure wall, and concrete is framework of steel reinforcement whole
In closing is wrapped in, water is thoroughly prevented and has passed through the channel approach that penetrates into of split bolt bar 12, and surface of wall does not leave pair
Draw shank of bolt 12 at block scar, using 3 two sides double-pole scaffold 5 of pool wall as stressed member, both ends are fixed, centre according to
The lateral cross bar 14 of one fixed spacing setting, cross bar 14 cooperate lead screw 8 to be supported the lateral main joist 7 of its pond wall moulding board system
Reinforcing holds out against and plays the role of split bolt bar 12, eliminates split bolt bar 12, avoids split bolt bar 12 to reduce
Locate the generation for being easy leakage phenomenon, concrete-pool-wall 3 is interior without split bolt bar 12 and steel plate waterstop strip 9, saves material, green ring
It protects, in concrete is wrapped in reinforcing bar, has thoroughly prevented the small channel of water infiltration, avoided leak stopping repair from now on, saved
The workload of about a large amount of human weld's split bolt bars 12 and steel plate waterstop strip 9 does not have to carry out 12 both ends of split bolt bar again
Head rubber washer dismounting, with waterproof material block and shank of bolt cross cut end (of a beam) antirust treatment, surface is smooth, and impression quality is good,
On the shorter wall of thin-walled wall, height and the region application effect of rich groundwater is more significant, is not limited to pond,
It may extend to other fields such as the higher underground pipe gallery of level of ground water, foundation pit wall.
The foregoing is merely preferably feasible embodiment of the invention, not thereby limiting the scope of the invention,
It is all to use equivalence changes made by description of the invention and its accompanying drawing content, it is intended to be included within the scope of the present invention.
Claims (7)
1. a kind of template mounting structure of pond antiseep, including template, template passes through lateral main joist and vertical secondary joist pair
Pool wall is closed, it is characterised in that：Pool wall two sides are respectively arranged with supporting rod, pass through the connection of upper end between supporting rod
Bar is fixedly connected, and supporting rod lower end is fixed on pond baseboard, and corresponding transverse direction main joist is between the upper and lower every setting in supporting rod
There are multiple cross bars, the relatively transverse main joist one end of cross bar is connected with the lead screw for pressing lateral main joist by helicitic texture,
Reinforcing is supported to template by pressing lateral main joist.
2. the template mounting structure of pond antiseep according to claim 1, it is characterised in that：It is corresponding on vertical secondary joist
The lower end of each transverse direction main joist is respectively arranged with bracket.
3. the template mounting structure of pond antiseep according to claim 1, it is characterised in that：Lateral main joist is wooden flute
Or double-row steel pipe, bracket are the lumps of wood, the lumps of wood is fixed on vertical secondary joist by iron nail.
4. the template mounting structure of pond antiseep according to claim 1, it is characterised in that：It is provided on pond baseboard
With the earth anchor or hole of supporting rod cooperation, supporting rod is fixed on pond and then connecting or being plugged in hole with earth anchor
On bottom plate.
5. the template mounting structure of pond antiseep according to claim 1, it is characterised in that：Supporting rod is double foot
Hand cradle, cross bar is by fastener fixing on double-pole scaffold.
6. a kind of Formwork Installation Method of pond antiseep, which is characterized in that include the following steps：
The first step：On pond baseboard and the cushion cap of pool wall surrounding or or anti-floating bottom plate carry out normal construction, in pool wall of pool two sides
The reserved two rows of earth anchors of uniform intervals or hole, the fixation device as double-pole scaffold；
Second step：Set up double-pole scaffold respectively inside and outside pool wall, the lower end of double-pole scaffold by being connect with earth anchor or
Person is plugged in hole and then is fixed on pond baseboard；
Third step：Pool wall reinforcing bar is normally bound and the installation of embedded part, casing；
4th step：Form for seal is carried out to pool wall, the locking of installation and lateral main joist including vertical secondary joist is laterally main
Keel use wooden flute or double-row steel pipe, to prevent lateral main joist from gliding, interval setting bracket, bracket on vertical secondary joist
Positioned at the lower end of lateral main joist, for holding lateral main joist；
5th step：The transverse direction for as requested fastening the cross bar that lead screw is connected with by helicitic texture press, compression template body is main
Then cross bar is fixedly connected by keel with fastener with the steel pipe of the double-pole scaffold of pool wall two sides, upper end connecting rod is by pool wall
Inside and outside double-pole scaffold be connected and fixed, formed integrated support system；
6th step：The two-way necessary horizontal and vertical bearing diagonal of setting on double-pole scaffold；
7th step：Lead screw by the way that cross bar front end is arranged in is adjusted the lateral main joist of its pond wall moulding board system, supports
With hold out against；
8th step：Carry out pool wall concrete pour and the work such as the dismounting of subsequent template frame body.
7. the Formwork Installation Method of pond antiseep according to claim 6, it is characterised in that：In the first step, earth anchor is adopted
With 200mm in bar dowel or steel pipe the insertion pond baseboard of diameter of phi 25mm or more, leak outside 100mm；Or in pond baseboard
The diameter of the upper reserved 100mm depth hole more bigger than the main rod piece of double-pole scaffold.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810959454.XA CN108914967A (en) | 2018-08-22 | 2018-08-22 | The template mounting structure and method of pond antiseep |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810959454.XA CN108914967A (en) | 2018-08-22 | 2018-08-22 | The template mounting structure and method of pond antiseep |
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| Publication Number | Publication Date |
|---|---|
| CN108914967A true CN108914967A (en) | 2018-11-30 |
Family
ID=64405579
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810959454.XA Pending CN108914967A (en) | 2018-08-22 | 2018-08-22 | The template mounting structure and method of pond antiseep |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110346263A (en) * | 2019-08-09 | 2019-10-18 | 王曦 | A kind of novel multi-layer impervious testing machine |
| CN111501988A (en) * | 2020-04-29 | 2020-08-07 | 中铁四局集团第三建设有限公司 | Sewage treatment plant pool body pool wall template and modeling method thereof |
| CN111549821A (en) * | 2020-05-30 | 2020-08-18 | 深圳市建工集团股份有限公司 | Floor type scaffold erecting method for synchronous construction with basement roof earthwork backfilling |
| CN111705971A (en) * | 2020-06-24 | 2020-09-25 | 北京翔鲲水务建设有限公司 | Construction method and structure of thin-wall concrete wall of constructed wetland unit pool |
| CN112012473A (en) * | 2020-08-26 | 2020-12-01 | 青海玉明金属结构制造有限公司 | Integrated steel formwork for wall body of cantilever rib type of sewage pool |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110346263A (en) * | 2019-08-09 | 2019-10-18 | 王曦 | A kind of novel multi-layer impervious testing machine |
| CN111501988A (en) * | 2020-04-29 | 2020-08-07 | 中铁四局集团第三建设有限公司 | Sewage treatment plant pool body pool wall template and modeling method thereof |
| CN111501988B (en) * | 2020-04-29 | 2021-05-07 | 中铁四局集团第三建设有限公司 | Sewage treatment plant pool body pool wall template and modeling method thereof |
| CN111549821A (en) * | 2020-05-30 | 2020-08-18 | 深圳市建工集团股份有限公司 | Floor type scaffold erecting method for synchronous construction with basement roof earthwork backfilling |
| CN111549821B (en) * | 2020-05-30 | 2021-08-24 | 深圳市建工集团股份有限公司 | Floor type scaffold erecting method for synchronous construction with basement roof earthwork backfilling |
| CN111705971A (en) * | 2020-06-24 | 2020-09-25 | 北京翔鲲水务建设有限公司 | Construction method and structure of thin-wall concrete wall of constructed wetland unit pool |
| CN112012473A (en) * | 2020-08-26 | 2020-12-01 | 青海玉明金属结构制造有限公司 | Integrated steel formwork for wall body of cantilever rib type of sewage pool |
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Application publication date: 20181130 |
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