CN108661066A - The closed formwork erecting structure in isolated footing and technique - Google Patents
The closed formwork erecting structure in isolated footing and technique Download PDFInfo
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- CN108661066A CN108661066A CN201810634659.0A CN201810634659A CN108661066A CN 108661066 A CN108661066 A CN 108661066A CN 201810634659 A CN201810634659 A CN 201810634659A CN 108661066 A CN108661066 A CN 108661066A
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/01—Flat foundations
- E02D27/013—Shuttering specially adapted therefor
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- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
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Abstract
The invention discloses a kind of closed formwork erecting structure in isolated footing and technique, including template, the lumps of wood and steel pipe and reinforcing bar and split bolt, the pre-buried inclined tension rib in concrete cushion；In left and right side, the upside of template is respectively connected with Side shuttering by sealing docking structure, while oblique split bolt is vertically installed in each slope surface template, and each oblique split bolt is fixed together with corresponding pre-buried tie bar.It is closed casting area using the region that each Side shuttering and slope surface template surround, so as to realize enclosed formwork purpose based on the present invention is by independent concrete cushion.The overall performance for improving isolated footing template system, pre-buried tie bar is welded with to wire drawing in the bed course of isolated footing, is resisted concrete to the buoyancy of slope surface template using to wire drawing drawknot slope surface template, is made isolated footing template system more stable and stronger.
Description
Technical field
The invention belongs to formwork support process technical field of improvement in building construction process, more particularly to a kind of isolated footing branch
Mode structure and technique.
Background technology
Conventional isolated footing construction, only installs Side shuttering, can not install slope surface template.In concreting, bottom
Surface concrete uses plug-in type vibrating stick vibration compacting.Due to slope surface can not supporting module, concrete has mobility, slope surface mixed
Solidifying soil cannot vibrate, entirely manually manually accumulate, compact dimensions error is big, and compactness is poor, and surface voids and pits is serious。
Invention content
The present invention will overcome defect existing in the prior art, and isolated footing sectional dimension can be ensured by providing one kind, be carried
High isolated footing slope concrete compactness and flatness, the isolated footing formwork support process for reducing repair and doing over again.
Scheme is used by the present invention solves its technical problem：A kind of closed formwork erecting structure in isolated footing, including mould
Plate, the lumps of wood and steel pipe and reinforcing bar and split bolt, further include concrete cushion, the pre-buried inclined drawing in concrete cushion
Tie muscle；The template includes four each Side shutterings and slope surface template, and each Side shuttering seals docking successively, and is fixed on concrete
On the upside of bed course；The back side for being bounded on each side face die plate fixes square wood respectively and is reinforced with the steel pipe of vertical supporting on the outside of square wood；
Horizontal split bolt is connected between the template of left and right side, and each by sealing docking structure in the upside of left and right side template
Be connected with Side shuttering, while being vertically installed with oblique split bolt in each slope surface template, each oblique split bolt with it is corresponding
Pre-buried tie bar be fixed together；Rectangle wood is fixed respectively at the back side of each slope surface template and is reinforced with water on the outside of the wood of rectangle
The steel pipe of flat support；It is closed casting area by the region that concrete cushion, each Side shuttering and slope surface template surround, at this
Bottom in closed casting area is laid with reinforcing bar in length and breadth, and vertical reinforcement is laid in the gap between the slope surface template of left and right.Solely
The compactness and flatness of vertical basis slope concrete.Due to closed formwork system, internal vibration stick may be used to only
Vertical basis slope concrete vibrates, to improve the compactness of isolated footing slope surface.
The sealing docking structure includes the perpendicular end seat being fixed on the upside of the template of left and right side and is fixed on left and right slope surface mould
Splay end seat on the downside of plate erects and has set up support plate on the inside of end seat, and support plate upper limb is arc-shaped, in the inside of splay end seat
Portion is provided with support slot, and the slot bottom of support slot is concave arc shape, and support plate upper limb Matching installation is in support slot.Meanwhile described
It is fixed with column on the outside of perpendicular end seat, the upper end of the column horizontal thread is connected with horizontal screw rod, and the inner end of horizontal screw rod is fixed with cross slider,
Perpendicular screw rod is threaded on cross slider, the lower end of perpendicular screw rod is fixed with perpendicular sliding block, the end of perpendicular sliding block is provided with briquetting, together
When be provided at the splay end seat back side and match the indent that docks with briquetting.It is bounded on each side between face die plate and slope surface template using sealing pair
It is docked by angle sealing structure between binding structure, wherein left and right side template and left and right slope surface template, the outside of front and back sides plate
Using auxiliary support arm by front and back sides template top pressure in the two sides of left and right slope surface template.Docking location intensity height and leakproofness
Good, compactness is high after molding.
Front and back sides formwork seal is docked at the both sides of left and right slope surface template, and solid respectively at the back side of front and back sides template
It allocates the lumps of wood and is reinforced with the steel pipe of vertical supporting on the outside of square wood, while being fixed with auxiliary on the outside of the steel pipe of vertical supporting
Support arm.
A kind of closed formwork support process in isolated footing, includes the following steps：
（1）The pre-buried inclined tension rib first in formwork position concrete soil padding, concrete cushion；It closes isolated footing
Formwork construction technique ensure that the sectional dimension of isolated footing slope surface.This is because in slope surface template and Side shuttering shape one
Closed system makes concrete be molded according to the size of mold.
（2）Then the surrounding on the upside of concrete cushion fixes each Side shuttering all around respectively, in each side
The back side of template fixes square wood respectively and is reinforced with the steel pipe of vertical supporting on the outside of square wood.
（3）Horizontal split bolt is connected between the template of left and right side.
（4）In left and right side, the upside of template is respectively connected with Side shuttering by sealing docking structure；Seal docking structure
Including the perpendicular end seat being fixed on the upside of the template of left and right side and the splay end seat being fixed on the downside of the slope surface template of left and right, the interior of end seat is erected
Support plate is provided on lateral, support plate upper limb is arc-shaped, and the middle inside of splay end seat is provided with support slot, the slot of support slot
Bottom is concave arc shape, and support plate upper limb Matching installation is in support slot.
（5）Oblique split bolt, each oblique split bolt and corresponding pre-buried drawing are vertically installed in each slope surface template
Knot muscle is fixed together.
（6）It is closed casting area by the region that concrete cushion, each Side shuttering and slope surface template surround, in the envelope
Bottom in enclosed casting area is laid with reinforcing bar in length and breadth, and vertical reinforcement is laid in the gap between the slope surface template of left and right.
Meanwhile column is fixed on the outside of the perpendicular end seat, the upper end of the column horizontal thread is connected with horizontal screw rod, horizontal screw rod
Inner end be fixed with cross slider, perpendicular screw rod is threaded on cross slider, the lower end of perpendicular screw rod is fixed with perpendicular sliding block, in perpendicular sliding block
End be provided with briquetting, while being provided at the splay end seat back side and matching the indent docked with briquetting.
Front and back sides formwork seal is docked at the both sides of left and right slope surface template, and solid respectively at the back side of front and back sides template
It allocates the lumps of wood and is reinforced with the steel pipe of vertical supporting on the outside of square wood, while being fixed with auxiliary on the outside of the steel pipe of vertical supporting
Support arm, the casting concrete into closed casting area.This process increases the flatness of isolated footing slope surface, due to coagulation
The mobility of soil, molding have can mould shape, smooth slope surface template ensure that the flatness on slope concrete surface.
Beneficial effects of the present invention：Based on 1. the present invention is by independent concrete cushion, each Side shuttering is utilized
The region surrounded with slope surface template is closed casting area, so as to realize enclosed formwork purpose.Isolated footing of the present invention
Closing formwork construction technique improves the overall performance of isolated footing template system.In the bed course of isolated footing pre-buried tie bar with
Wire drawing is welded, concrete is resisted to the buoyancy of slope surface template using to wire drawing drawknot slope surface template, makes isolated footing template system
System more stable and stronger.
2. closing formwork construction technique in isolated footing of the present invention ensure that the sectional dimension of isolated footing slope surface.This is because
In slope surface template and one closed system of Side shuttering shape, concrete is made to be molded according to the size of mold.
3. the present invention improves the compactness and flatness of isolated footing slope concrete.Due to closed formwork system,
Internal vibration stick may be used to vibrate to isolated footing slope concrete, to improve the closely knit of isolated footing slope surface
Degree.
4. the present invention improves the flatness of isolated footing slope surface.Due to the mobility of concrete, molding have can mould shape,
Smooth slope surface template, ensure that the flatness on slope concrete surface.
5. the present invention be bounded on each side between face die plate and slope surface template using sealing docking structure, wherein left and right side template with
It is docked by angle sealing structure between the slope surface template of left and right, the outside of front and back sides plate utilizes auxiliary support arm by front and back sides mould
Plate top pressure is in the two sides of left and right slope surface template.Docking location intensity height and good airproof performance, compactness is high after molding.
Description of the drawings
Fig. 1 is the positive structure schematic of the present invention.
Fig. 2 is the side structure schematic diagram of Fig. 1.
Fig. 3 is the portions A enlarged structure schematic diagram in Fig. 2.
Figure label：1 is pre-buried tie bar, and 2 be oblique split bolt, and 3 be rubber sheet gasket, and 4 be horizontal split bolt, 5
It is slope surface template for horizontal tension rib, 6,7 be rectangle wood, and 8 be horizontal steel tube, and 9 be concrete cushion, and 10-1 is left and right sides face mould
Plate, 10-2 are front and back sides template, and 11 be square wood, and 12 be vertical steel pipe, and 13 be auxiliary support arm, and 14 be perpendicular end seat, and 15 are
Splay end seat, 16 be support plate, and 17 be support slot, and 18 be column, and 19 be horizontal screw rod, and 20 be cross slider, and 21 be lateral adjustments nut,
22 be perpendicular screw rod, and 23 is erect sliding block, and 24 be vertical adjustment nut, and 25 be briquetting, and 26 be indent.
Specific implementation mode
Embodiment 1：(there is no the oblique split bolt 2 of slope surface template 6, pre-buried tie bar 1, slope surface, level in Fig. 1 in Fig. 1
Split bolt 4, horizontal tension rib, rubber sheet gasket 3), pre-buried tie bar 1, oblique split bolt 2, rubber sheet gasket 3, level is to drawing
Bolt 4, horizontal tension rib 5, slope surface template 6, the lumps of wood（Slope surface template back arris）7, steel pipe（Slope surface formwork keel）8, concrete mats
Layer 9, Side shuttering 10, the lumps of wood（Side shuttering back cord）11, steel pipe（Side shuttering keel）12.
Referring to Fig. 2, the closed formwork construction skill in the isolated footing passes through 5 both ends weld horizontal pair of horizontal tension rib
Draw bolt 4 that Side shuttering 10, inside is passed through to pad rubber sheet gasket 3, with butterfly card and steel pipe（Side shuttering keel）12 connections, it is fixed
The lumps of wood（Side shuttering back cord）11, shape side template system.
By pre-buried tie bar in bed course 1, the oblique split bolt 2 of slope surface is welded, passes through slope surface template 6（Peace on the inside of template
Fill rubber sheet gasket 2）, pass through butterfly card and steel pipe（Slope surface formwork keel）7 connections, the fixed lumps of wood（Slope surface template back arris）7, it is formed
Slope surface template system.
The pre-buried tie bar 1 is embedded to cushion thickness 5-6cm, is embedded to length 18-20cm, protruded length 30- in bed course
50cm, bending angle 110-130 degree.
The pre-buried tie bar 1 and oblique 2 weld length 12-13cm of split bolt of slope surface.
The horizontal split bolt 4 and 5 weld length 12-13cm of horizontal tension rib.
The size 4cm*4cm*3cm of the rubber sheet gasket 3.
Operation principle is：Both sides steel pipe is being connected using 5 weld horizontal split bolt 4 of horizontal tension rib in invention（Side
Formwork keel）, a cross-pulling system is formed, horizontal tension of the concrete to Side shuttering 10 is resisted；It is pre- in concrete cushion 9
Tension rib 1 is buried, the oblique split bolt 2 of slope surface is welded, with steel pipe（Slope surface formwork keel）7 connections, make slope surface template 6 and bed course shape
At a cross-pulling system, concrete is resisted to the lateral pressure of slope surface template 6, is effectively guaranteed setting for each section in isolated footing
Size is counted, while after closing formwork, internal vibration stick may be used and vibrate to isolated footing concrete, ensure that independence
The flatness of the compactness and surface of the concrete on basis.
Embodiment 2：The closed formwork erecting structure in isolated footing includes template, the lumps of wood, steel pipe, reinforcing bar, split bolt and coagulation
Soil padding 9 etc..As depicted in figs. 1 and 2, pre-buried inclined tension rib the leading as left and right inclined-plane panel in concrete cushion 9
Draw support end.The formwork erecting structure improves the overall performance of isolated footing template system.The pre-buried drawknot in the bed course of isolated footing
Muscle 1 is welded with to wire drawing, is resisted concrete to the buoyancy of slope surface template 6 using to wire drawing drawknot slope surface template 6, is made isolated footing
Template system more stable and stronger.
Template has multigroup, respectively four each Side shutterings and slope surface template 6.Each Side shuttering seals docking successively, and solid
It is scheduled on 9 upside of concrete cushion.
The back side for being bounded on each side face die plate fixes square wood respectively and is reinforced with the steel pipe of vertical supporting on the outside of square wood.Again
It is connected with horizontal split bolt 4 between the template 10-1 of left and right side.
Meanwhile it being respectively connected with Side shuttering by sealing docking structure in the upside of left and right side template 10-1, and each
Oblique split bolt 2 is vertically installed in slope surface template 6, each oblique split bolt 2 is fixed on one with corresponding pre-buried tie bar 1
It rises, can be fixed by iron wire, or be fixedly connected by the modes such as being welded and fixed.At the back side of each slope surface template 6 point
Not Gu Ding rectangle wood 7 and rectangle wood 7 outside be reinforced with horizontally-supported steel pipe, to improve the intensity of template.
It is closed casting area by the region that concrete cushion 9, each Side shuttering and slope surface template 6 surround, in the envelope
Bottom in enclosed casting area is laid with reinforcing bar in length and breadth, and vertical reinforcement is laid in the gap between left and right slope surface template 6.
The 10-2 sealings of front and back sides template are docked at the both sides of left and right slope surface template 6, and front and back sides template 10-2's
The back side fixes square wood respectively and is reinforced with the steel pipe of vertical supporting on the outside of square wood, while on the outside of the steel pipe of vertical supporting
It is fixed with auxiliary support arm.
It is envelope using the region that each Side shuttering and slope surface template 6 surround based on independent concrete cushion 9
Enclosed casting area, so as to realize enclosed formwork purpose.Improve the compactness of isolated footing slope concrete and smooth
Degree.Due to closed formwork system, internal vibration stick may be used and vibrate to isolated footing slope concrete, to carry
The high compactness of isolated footing slope surface.
Embodiment 3：On the basis of embodiment 2, the sealing docking structure of use includes being fixed on left and right side template 10-1
The perpendicular end seat 14 of upside and the splay end seat 15 for being fixed on 6 downside of left and right slope surface template.It is shown in Figure 3, erect the inside of end seat 14
Support plate 16 is set up, 16 upper limb of support plate is arc-shaped, and the middle inside of splay end seat 15 is provided with support slot 17, support
The slot bottom of slot 17 is concave arc shape, and 16 upper limb Matching installation of support plate is in support slot 17.Meanwhile in the outside of the perpendicular end seat 14
It is fixed with column 18,18 upper end horizontal thread of column is connected with horizontal screw rod, and the inner end of horizontal screw rod is fixed with cross slider, on cross slider
It is threaded with perpendicular screw rod, the lower end of perpendicular screw rod is fixed with perpendicular sliding block, the end of perpendicular sliding block is provided with briquetting 25, while oblique
15 back side of end seat is provided with matches the indent 26 docked with briquetting 25.
It is bounded on each side between face die plate and slope surface template 6 using sealing docking structure, wherein left and right side template 10-1 and a left side
It is docked by angle sealing structure between right slope surface template 6, the outside of front and back sides plate utilizes auxiliary support arm by front and back sides mould
Plate 10-2 top pressures are in the two sides of left and right slope surface template 6.Docking location intensity height and good airproof performance, compactness is high after molding.
Embodiment 4：A kind of closed formwork support process in isolated footing, first in the prefabricated independent concrete cushion in formwork position
9, pre-buried inclined tension rib in concrete cushion 9.Concrete cushion 9 tilts tension rib and is used as traction branch as basic pedestal
Support part part.Shown in referring to Fig. 1 and Fig. 2.Isolated footing closing formwork construction technique ensure that the sectional dimension of isolated footing slope surface.
This is because in slope surface template 6 and one closed system of Side shuttering shape, concrete is made to be molded according to the size of mold.
Then the surrounding in 9 upside of concrete cushion fixes each Side shuttering all around respectively, in each side mould
The back side of plate fixes square wood respectively and is reinforced with the steel pipe of vertical supporting on the outside of square wood.And in left and right side template
Horizontal split bolt 4 is connected between 10-1.
The 10-2 sealings of front and back sides template are docked at the both sides of left and right slope surface template 6, and front and back sides template 10-2's
The back side fixes square wood respectively and is reinforced with the steel pipe of vertical supporting on the outside of square wood, while on the outside of the steel pipe of vertical supporting
It is fixed with auxiliary support arm.
In left and right side, the upside of template 10-1 is respectively connected with Side shuttering by sealing docking structure.Specifically, referring to
Shown in Fig. 3, sealing docking structure includes the perpendicular end seat 14 being fixed on the upside of the template 10-1 of left and right side and is fixed on left and right slope surface
The splay end seat 15 of the downside of template 6, the inside of perpendicular end seat 14 have set up support plate 16,16 upper limb of support plate be it is arc-shaped, tiltedly
The middle inside of end seat 15 is provided with support slot 17, and the slot bottom of support slot 17 is concave arc shape, 16 upper limb Matching installation of support plate in
In support slot 17.It is fixed with column 18 in the outside of the perpendicular end seat 14,18 upper end horizontal thread of column is connected with horizontal screw rod, horizontal
The inner end of screw rod is fixed with cross slider, and perpendicular screw rod is threaded on cross slider, and the lower end of perpendicular screw rod is fixed with perpendicular sliding block, perpendicular
The end of sliding block is provided with briquetting 25, while being provided at 15 back side of splay end seat and matching the indent 26 docked with briquetting 25.
Oblique split bolt 2, each oblique split bolt 2 and corresponding pre-buried drawing are vertically installed in each slope surface template 6
Knot muscle 1 is fixed together.
Concrete cushion 9, each Side shuttering and slope surface template 6, which surround closed casting area, can realize enclosed formwork mesh
's.Bottom in the closed casting area is laid with reinforcing bar in length and breadth, is laid in the gap between left and right slope surface template 6 vertical
Reinforcing bar, the casting concrete into closed casting area.This process increases the flatness of isolated footing slope surface, due to concrete
Mobility, molding have can mould shape, smooth slope surface template 6 ensure that the flatness on slope concrete surface.
Claims (6)
1. a kind of closed formwork erecting structure in isolated footing, including template, the lumps of wood and steel pipe and reinforcing bar and split bolt, special
Sign is：Further include concrete cushion, the pre-buried inclined tension rib in concrete cushion；The template includes each side mould of surrounding
Plate and slope surface template, week, each Side shuttering sealed docking successively, and was fixed on the upside of concrete cushion；It is bounded on each side the back of the body of face die plate
Face fixes square wood respectively and is reinforced with the steel pipe of vertical supporting on the outside of square wood；It is connected with water between the template of left and right side
Flat split bolt, and it is respectively connected with Side shuttering by sealing docking structure in the upside of left and right side template, while on each slope
Oblique split bolt is vertically installed on face die plate, each oblique split bolt is fixed together with corresponding pre-buried tie bar；Institute
It includes being fixed on the perpendicular end seat on the upside of the template of left and right side and being fixed on oblique on the downside of the slope surface template of left and right to state sealing docking structure
End seat erects and has set up support plate on the inside of end seat, and support plate upper limb is arc-shaped, and the middle inside of splay end seat is provided with branch
Slot is supportted, the slot bottom of support slot is concave arc shape, and support plate upper limb Matching installation is in support slot;Distinguish at the back side of each slope surface template
Fixed rectangle wood is simultaneously reinforced with horizontally-supported steel pipe on the outside of the wood of rectangle；By concrete cushion, each Side shuttering and slope surface mould
The region that plate surrounds is closed casting area, and the bottom in the closed casting area is laid with reinforcing bar in length and breadth, on left and right slope
Vertical reinforcement is laid in gap between face die plate.
2. the closed formwork erecting structure in isolated footing according to claim 1, it is characterized in that：It is solid in the outside of the perpendicular end seat
There are column, the upper end of the column horizontal thread to be connected with horizontal screw rod, the inner end of horizontal screw rod is fixed with cross slider, and screw thread connects on cross slider surely
It is connected to perpendicular screw rod, the lower end of perpendicular screw rod is fixed with perpendicular sliding block, the end of perpendicular sliding block is provided with briquetting, while at the splay end seat back side
It is provided with and matches the indent docked with briquetting.
3. the closed formwork erecting structure in isolated footing according to claim 1, it is characterized in that：Front and back sides formwork seal docks
In the both sides of left and right slope surface template, and square wood is fixed respectively at the back side of front and back sides template and is reinforced on the outside of square wood
The steel pipe of vertical supporting, while auxiliary support arm is fixed on the outside of the steel pipe of vertical supporting.
4. a kind of closed formwork support process in isolated footing, it is characterized in that：Include the following steps：
（1）The pre-buried inclined tension rib first in formwork position concrete soil padding, concrete cushion；
（2）Then the surrounding on the upside of concrete cushion fixes each Side shuttering all around respectively, in each Side shuttering
The back side fixed square wood and the steel pipe of vertical supporting is reinforced on the outside of square wood respectively；
（3）Horizontal split bolt is connected between the template of left and right side；
（4）In left and right side, the upside of template is respectively connected with Side shuttering by sealing docking structure；Sealing docking structure includes
The splay end seat for being fixed on the perpendicular end seat on the upside of the template of left and right side and being fixed on the downside of the slope surface template of left and right erects the interior lateral of end seat
On be provided with support plate, support plate upper limb is arc-shaped, and the middle inside of splay end seat is provided with support slot, and the slot bottom of support slot is
Concave arc shape, support plate upper limb Matching installation is in support slot；
（5）Oblique split bolt, each oblique split bolt and corresponding pre-buried tie bar are vertically installed in each slope surface template
It is fixed together；
（6）It is closed casting area by the region that concrete cushion, each Side shuttering and slope surface template surround, it is closed at this
Bottom in casting area is laid with reinforcing bar in length and breadth, and vertical reinforcement is laid in the gap between the slope surface template of left and right.
5. the closed formwork support process in isolated footing according to claim 4, it is characterized in that：In step（4）In, in perpendicular end seat
Outside be fixed with column, the upper end of the column horizontal thread is connected with horizontal screw rod, and the inner end of horizontal screw rod is fixed with cross slider, cross slider
On be threaded with perpendicular screw rod, the lower end of perpendicular screw rod is fixed with perpendicular sliding block, the end of perpendicular sliding block is provided with briquetting, while oblique
The end seat back side is provided with matches the indent docked with briquetting.
6. the closed formwork support process in isolated footing according to claim 4, it is characterized in that：Front and back sides formwork seal docks
In the both sides of left and right slope surface template, and square wood is fixed respectively at the back side of front and back sides template and is reinforced on the outside of square wood
The steel pipe of vertical supporting, while auxiliary support arm is fixed on the outside of the steel pipe of vertical supporting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810634659.0A CN108661066B (en) | 2018-06-20 | 2018-06-20 | Independent foundation closed type formwork structure and process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810634659.0A CN108661066B (en) | 2018-06-20 | 2018-06-20 | Independent foundation closed type formwork structure and process |
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| Publication Number | Publication Date |
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| CN108661066A true CN108661066A (en) | 2018-10-16 |
| CN108661066B CN108661066B (en) | 2020-05-08 |
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ID=63775916
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810634659.0A Active CN108661066B (en) | 2018-06-20 | 2018-06-20 | Independent foundation closed type formwork structure and process |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109706931A (en) * | 2019-01-31 | 2019-05-03 | 山东金城建设有限公司 | Thick big concrete structure Side shuttering design and construction method |
| CN110043032A (en) * | 2019-05-04 | 2019-07-23 | 唐世飞 | A kind of auxiliary system of the nonstandard structure formwork of building |
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| CN103243731A (en) * | 2013-05-13 | 2013-08-14 | 中建七局(上海)有限公司 | Mould supporting method for trapezoid cross section base of shear wall |
| CN204282391U (en) * | 2014-11-25 | 2015-04-22 | 中国建筑第六工程局有限公司 | A kind of heel foundation formwork erecting structure |
| CN206128100U (en) * | 2016-10-14 | 2017-04-26 | 上海二十冶建设有限公司 | Basic formwork device of dysmorphism |
| US9752335B1 (en) * | 2016-08-10 | 2017-09-05 | Jiaxing Tian | Universal concrete foundation or slab forms bracket |
| CN208363120U (en) * | 2018-06-20 | 2019-01-11 | 郑州市第一建筑工程集团有限公司 | The closed formwork erecting structure in isolated footing |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243731A (en) * | 2013-05-13 | 2013-08-14 | 中建七局(上海)有限公司 | Mould supporting method for trapezoid cross section base of shear wall |
| CN204282391U (en) * | 2014-11-25 | 2015-04-22 | 中国建筑第六工程局有限公司 | A kind of heel foundation formwork erecting structure |
| US9752335B1 (en) * | 2016-08-10 | 2017-09-05 | Jiaxing Tian | Universal concrete foundation or slab forms bracket |
| CN206128100U (en) * | 2016-10-14 | 2017-04-26 | 上海二十冶建设有限公司 | Basic formwork device of dysmorphism |
| CN208363120U (en) * | 2018-06-20 | 2019-01-11 | 郑州市第一建筑工程集团有限公司 | The closed formwork erecting structure in isolated footing |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109706931A (en) * | 2019-01-31 | 2019-05-03 | 山东金城建设有限公司 | Thick big concrete structure Side shuttering design and construction method |
| CN110043032A (en) * | 2019-05-04 | 2019-07-23 | 唐世飞 | A kind of auxiliary system of the nonstandard structure formwork of building |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108661066B (en) | 2020-05-08 |
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