CN108239997A - In-situ concrete wall one side formwork system - Google Patents
In-situ concrete wall one side formwork system Download PDFInfo
- Publication number
- CN108239997A CN108239997A CN201810264755.0A CN201810264755A CN108239997A CN 108239997 A CN108239997 A CN 108239997A CN 201810264755 A CN201810264755 A CN 201810264755A CN 108239997 A CN108239997 A CN 108239997A
- Authority
- CN
- China
- Prior art keywords
- column
- template
- concrete wall
- situ concrete
- side formwork
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 48
- 238000009415 formwork Methods 0.000 title claims abstract description 40
- 238000011065 in-situ storage Methods 0.000 title claims abstract description 35
- 230000007246 mechanism Effects 0.000 claims abstract description 13
- 238000004873 anchoring Methods 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 229910000831 Steel Inorganic materials 0.000 abstract description 6
- 239000010959 steel Substances 0.000 abstract description 6
- 238000009434 installation Methods 0.000 abstract description 5
- 230000005540 biological transmission Effects 0.000 abstract description 4
- 238000000034 method Methods 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 230000008569 process Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000007761 roller coating Methods 0.000 description 2
- 238000009412 basement excavation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000001351 cycling effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000686 essence Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000011378 shotcrete Substances 0.000 description 1
- 238000009966 trimming Methods 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
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
-
- 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)
- Life Sciences & Earth Sciences (AREA)
- Sustainable Development (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of in-situ concrete wall one side formwork systems, belong to cast in place concrete form technical field, and including supporting rack and vertically arranged template, supporting rack includes column and horizontal stand；Column is equipped with height adjustment mechanism；Anchoring assembly is connected on supporting rack；Template includes the standard form and at least one piece of adjusting template to connect with standard form that polylith connects successively；Between every piece of standard form and column, one group of transverse beam assembly is connected separately between every piece of adjusting template and column.In-situ concrete wall one side formwork system provided by the invention, support frame structure is simple, and steel usage amount is few；Template is divided into polylith standard form and at least one piece of adjusting template, convenient for realizing that Fast Installation with removing, improves work efficiency, and standard form is reusable, reduces cost in small space；Transverse beam assembly is used to support template, by the pressure transmission of template to supporting rack.
Description
Technical field
The invention belongs to cast in place concrete form technical fields, are to be related to a kind of in-situ concrete wall more specifically
One side formwork system.
Background technology
Concrete blinding system is a kind of temporary supporting structure, and template is made by design requirement, make concrete structure by
Defined position, geometric dimension forming, and bear the external loads of the dead weight and effect of template system on it.Carry out form fixer
The purpose of journey is to ensure concrete engineering quality and construction safety, accelerate construction progress and reduce engineering cost.
Subway station is the underground multilayered structure in strip, and wherein station side wall is a kind of through cast in place process and support system
The composite construction of common stress is formed, is the important component of underground station structure.The construction procedure of subway station is：From ground
Face performs earth excavation → linked network, gunite concrete → the binding side wall reinforcing bar → formwork erection casting concrete → of fender post → successively and tears open
Mould conserves.Before station side wall casting concrete, need that concrete blinding is installed.
Since underground structure inner space is small when station side wall is constructed, hanging device can not be directly utilized, generally using small
Block template segmented assembly technique.Fixation is supported to it using supporting rack during template assembly.Template assembly technique of the prior art
It has the following problems：
(1) model sheetinstallat and dismounting speed are slow, and form cycling rate is low, and labo r usage is big, and work efficiency is low, of high cost；
(2) steel usage amount of supporting rack is larger, since supporting rack is using multi-point independent support, for ensure formwork rigidity and
Overall stability, the supporting bar input quantity of supporting rack are larger.
Invention content
The purpose of the present invention is to provide a kind of in-situ concrete wall one side formwork systems, it is intended to solve in the prior art
Existing model sheetinstallat and remove the problem of speed is slow and the steel usage amount of supporting rack is big.
To achieve the above object, the technical solution adopted by the present invention is：A kind of in-situ concrete wall one side formwork is provided
System, including supporting rack and vertically arranged template, support frame as described above includes the column and one end positioned at the template side
It is connected to the horizontal stand of the column bottom end；Column is stated equipped with height adjustment mechanism；It is connected with and is used on support frame as described above
The anchoring assembly of fixing support rack；The template includes standard form and at least one piece and the standard form that polylith connects successively
The adjusting template to connect；One group of transverse beam assembly is connected between every piece of standard form and the column；Every piece of adjusting template
One group of transverse beam assembly is connected between the column.
Further, oblique connecting plate is connected between the column and the horizontal stand.
Further, more skewed horizontal load bars are also associated between the column and the horizontal stand.
Further, the bottom end of the every skewed horizontal load bar is equipped with to adjust the skewed horizontal load bar fixed position
Adjuster；The adjuster is set on the horizontal stand；The top of the every skewed horizontal load bar is equipped with limited block；
The limited block is fixed on the column.
Further, the anchoring assembly include more anchor bars, adjacent two anchor bars of connection sleeve and
It is connected for the anchor bar to be fixed on the platen on the oblique connecting plate with a wherein anchor bar；Wherein one
Anchor bar described in root is through the oblique connecting plate and the column；The setting direction of the anchor bar and the oblique company
The setting direction of fishplate bar is vertical.
Further, the column is connected including at least double sectioned column body, two adjacent sections cylinder by the height adjustment mechanism；
The height adjustment mechanism includes being embedded in the tight of internal lining pipe in the cylinder and the connection internal lining pipe and the cylinder
Fixing bolt.
Further, the transverse beam assembly includes crossbeam, two buckles for being located at the crossbeam two sides respectively, Yi Jilian
Connect the fastener of the crossbeam and the buckle；Two buckles are bonded respectively with the column, the template；The fastening
The column is run through in one end of part；The other end of the fastener is pierced into the template.
Further, the crossbeam is I-shaped structure；The buckle is [font structure；The fastener is L fonts
Structure.
Further, the bottom surface of the horizontal stand is connected with multiple jack；One of them described jack is located at institute
State the lower section of column.
Further, the bottom surface of the horizontal stand is connected with universal wheel.
The advantageous effect of in-situ concrete wall one side formwork system provided by the invention is：Compared with prior art,
In-situ concrete wall one side formwork system of the present invention, supporting rack include column and horizontal stand, simple in structure, steel usage amount
It is few；Template is divided into polylith standard form and at least one piece of adjusting template, convenient in small space realize template Fast Installation with
It removes, improves work efficiency, and standard form is reusable, reduce cost；Every piece of standard form, every piece of adjusting template
Transverse beam assembly is installed respectively between column, transverse beam assembly is used to support template, by the pressure transmission of template to supporting rack；This hair
It is bright to be applicable not only to subway station cast-in-place concrete side wall construction site, it is equally applicable to the unilateral side such as concrete retaining wall and pours field
It closes.
Description of the drawings
Fig. 1 is the structure diagram of in-situ concrete wall one side formwork system provided in an embodiment of the present invention.
In figure：10th, template；11st, standard form；12nd, adjusting template；20th, supporting rack；21st, column；21-1, internal lining pipe；
21-2, fastening bolt；22nd, horizontal stand；22-1, longitudinally connected bar；23rd, oblique connecting plate；24th, skewed horizontal load bar；25th, it adjusts
Device；26th, jack；27th, universal wheel；28th, limited block；30th, transverse beam assembly；31st, crossbeam；32nd, it is buckled；33rd, fastener；40th, anchor
Gu component；41st, anchor bar；42nd, sleeve；43rd, platen.
Specific embodiment
In order to which technical problems, technical solutions and advantages to be solved are more clearly understood, tie below
Accompanying drawings and embodiments are closed, the present invention will be described in further detail.It should be appreciated that specific embodiment described herein is only
To explain the present invention, it is not intended to limit the present invention.
It should be noted that when element is referred to as " being fixed on " or " being set to " another element, it can be directly another
On one element or it is connected on another element.When an element is known as " being connected to " another element, it can
To be directly to another element or be indirectly connected on another element.
It is to be appreciated that term " length ", " width ", " on ", " under ", "front", "rear", "left", "right", " vertical ",
The orientation or position relationship of the instructions such as " level ", " top ", " bottom " " interior ", " outer " are to be closed based on orientation shown in the drawings or position
System is for only for ease of the description present invention and simplifies description rather than instruction or imply that signified device or element must have
Specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
In addition, term " first ", " second " are only used for description purpose, and it is not intended that instruction or hint relative importance
Or the implicit quantity for indicating indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more this feature.In the description of the present invention, " multiple ", " several " be meant that two or
Two or more, unless otherwise specifically defined.
Referring to Fig. 1, existing illustrate in-situ concrete wall one side formwork system provided by the invention.It is described cast-in-place
Concrete wall one side formwork system, including supporting rack 20 and vertically arranged template 10, supporting rack 20 includes being located at template 10
The column 21 of side and one end are connected to the horizontal stand 22 of 21 bottom end of column；Column 21 is equipped with height adjustment mechanism；Branch
The anchoring assembly 40 for fixing support rack 20 is connected on support 20.Template 10 includes the standard form 11 that polylith connects successively
And at least one piece adjusting template 12 to connect with standard form 11；One group is connected between every piece of standard form 11 and column 21
Transverse beam assembly 30 is connected with one group of transverse beam assembly 30 between every piece of adjusting template 12 and column 21.
The installation process of in-situ concrete wall one side formwork system provided by the invention is as follows：
First, according to the actual height of side wall, using the height of height adjustment mechanism adjustment column 21, assembled multiple standards
Template 11, polylith standard form 11 can be close at the top of side walls, according at the top of side wall and positioned at the top after being vertically sequentially connected
The distance between standard form 11, the suitable adjusting template 12 of selected height is connected to the top of standard form 11.Then, exist
Transverse beam assembly 30 is each installed between standard form 11 and column 21, between adjusting template 12 and column 21.Then support is pushed
Frame 20 and template 10 are in place, finally, anchoring assembly 40 are fixed in side wall, to prevent template 10 from deviating.
The disassembly process of in-situ concrete wall one side formwork system provided by the invention is as follows：
First, anchoring assembly 40 is unclamped, then pulls out template 10 and supporting rack 20,10 surface of cleaning template, roller coating takes off
Mould agent finally pushes supporting rack 20 to new installation site.
In-situ concrete wall one side formwork system provided by the invention, compared with prior art, the structure of supporting rack 20
Simply, steel usage amount is few；Template 10 is divided for polylith standard form 11 and at least one piece of adjusting template 12, convenient in small space
Interior realization 10 Fast Installation of template provides working efficiency, and standard form 11 is reusable, reduces cost with removing；
Transverse beam assembly 30 is installed respectively, transverse beam assembly 30 is for branch between every piece of standard form 11, every piece of adjusting template 12 and column 21
Hold mode plate 10, by the pressure transmission of template 10 to supporting rack 20.
Further, referring to Fig. 1, a kind of tool as in-situ concrete wall one side formwork system provided by the invention
Body embodiment is connected with oblique connecting plate 23 between column 21 and horizontal stand 22.Oblique connecting plate 23 is by column 21 and water
Flat stent 22 links into an integrated entity, and improves the rigidity of supporting rack 20.Horizontal stand 22 is equipped with connecting rod 22-1, to ensure to support
The rigidity and overall stability of frame 20, frame 20 easy to support move integrally.
Further, referring to Fig. 1, a kind of tool as in-situ concrete wall one side formwork system provided by the invention
Body embodiment is also associated with more skewed horizontal load bars 24 between column 21 and horizontal stand 22.Skewed horizontal load bar 24 is used to carry
The overall stability of high carriage 20.
Further, referring to Fig. 1, a kind of tool as in-situ concrete wall one side formwork system provided by the invention
Body embodiment, the bottom end of every skewed horizontal load bar 24 are equipped with the adjuster 25 for adjusting 24 fixed position of skewed horizontal load bar,
Adjuster 25 is set on horizontal stand 22.Column 21 is equipped with multiple limited blocks 28, limited block 28 and skewed horizontal load bar 24 1
One corresponds to, and the both ends of skewed horizontal load bar 24 are against limited block 28, on adjuster 25 respectively.The position of trimming regulator 25, you can
The position of 24 bottom end of skewed horizontal load bar is adjusted, is limited since the top of skewed horizontal load bar 24 is limited block 28, it is impossible to it is mobile, it is oblique
24 one end of supporting rod can apply pressure, and pass through transverse beam assembly 30 and be transferred to template 10 to the movement of column 21 to column 21, make mould
Plate 10 generates vertical offset, and therefore, the angle of inclination of adjustment skewed horizontal load bar 24 is the verticality of adjustable template 10.Separately
Outside, skewed horizontal load bar 24, without other processing, can be used as circulation material to be applied to other occasions in addition to being cut by length.
Further, referring to Fig. 1, a kind of tool as in-situ concrete wall one side formwork system provided by the invention
Body embodiment, anchoring assembly 40 include the sleeve 42, Yi Jiyu of more anchor bars 41, adjacent two anchor bars 41 of connection
A wherein anchor bar 41 is connected for the anchor bar 41 to be fixed on the platen 43 on oblique connecting plate 23；Wherein one
Anchor bar 41 is through oblique connecting plate 23 and column 21.The setting direction of anchor bar 41 and the setting side of oblique connecting plate 23
To vertical, can ensure in this way by 20 fixation of template 10 and supporting rack, it will not occurred level or vertical displacement.Anchor steel
Muscle 41 is connected using sleeve 42, convenient and efficient, and part anchor bar 41 is repeatable to be utilized, and has saved cost.It is provided by the invention
In-situ concrete wall one side formwork system is fixed using one group of anchoring assembly 40, and installation fixed form is simple, and the later stage removes
And the workload repaired is few, can improve working efficiency.
Further, referring to Fig. 1, a kind of tool as in-situ concrete wall one side formwork system provided by the invention
Body embodiment, column 21 are connected including at least double sectioned column body, two adjacent sections cylinder by height adjustment mechanism；Height adjustment mechanism
Including the internal lining pipe 21-1 being embedded in the cylinder and fastening bolt 21-2 of connection internal lining pipe 21-1 and cylinder.The two of cylinder
End is with fluted, and the top of internal lining pipe 21-1, lower part are respectively in upper section column recesses, lower section column recesses.Column 21
Height depending on the height of side wall, increased by increasing cylinder with height adjustment mechanism with column 21, so that this is cast-in-place
Concrete wall one side formwork system can adapt to the side wall of different height.
Further, referring to Fig. 1, a kind of tool as in-situ concrete wall one side formwork system provided by the invention
Deep floor is respectively equipped on the edge of body embodiment, every piece of standard form 11 and every piece of adjusting template 12, on deep floor
It is drilled with hole.Transverse beam assembly 30 include 31, two, crossbeam respectively positioned at 31 two sides of crossbeam buckle 32 and connecting cross beam 31 with
The fastener 33 of buckle 32；Two buckles 32 are bonded respectively with column 21, template 10.Column 21 is run through in one end of fastener 33,
The other end of fastener 33 is pierced into the deep floor drilling of template 10.Specifically, crossbeam 31 for fall I-shaped structure, buckle 32
For [font structure, fastener 33 are L font structures.Transverse beam assembly 30 is used to support template 10, by the pressure transmission of template 10 extremely
Supporting rack 20.
Further, referring to Fig. 1, a kind of tool as in-situ concrete wall one side formwork system provided by the invention
Body embodiment, the bottom surface of horizontal stand 22 are connected with multiple jack 26, and one of jack 26 is located under column 21
Side.Jack 26 is used to adjust the height of template 10 and support supporting rack 20.By the height for adjusting different jack 26
Degree, the vertical offset of adjustable upright column 21, and then adjust the verticality of template 10.
Further, referring to Fig. 1, a kind of tool as in-situ concrete wall one side formwork system provided by the invention
Body embodiment, the bottom surface of horizontal stand 22 are connected with universal wheel 27, and universal wheel 27 is used for movable supporting frame 20, make this cast-in-place mixed
Solidifying cob wall body one side formwork system is realized quick mobile.
The specific installation process of in-situ concrete wall one side formwork system provided by the invention is as follows：
First, according to the actual height of side wall, increase cylinder and height adjustment mechanism, to adjust the height of column 21, connect
Assembled multiple standard forms 11, polylith standard form 11 can be close at the top of side wall, according to side wall top after being vertically sequentially connected
The distance between portion and the standard form 11 positioned at the top, the suitable adjusting template 12 of selected height are connected to standard form 11
Top；Then, 32 crossbeam 31 is fastened with buckle, between each standard form 11 and column 21, adjusting template 12 with it is vertical
Crossbeam 31 between column 21 is installed, column 21, buckle 32, crossbeam 31, buckle 32 is sequentially passed through using fastener 33, finally pierces into mould
In plate 10, so as to which column 21, crossbeam 31 and template 10 be fixed；Then, supporting rack 20 and template 10 are pushed using universal wheel 27
In place；Oblique connecting plate 23 and column 21 are passed through, and adjacent two anchor bars are connected using sleeve 42 using anchor bar 41
41；Platen 43 is installed after the height of template 10 is adjusted using jack 26 and fastens anchor bar 41, anchoring assembly 40 is consolidated
It is scheduled in side wall, to prevent template 10 from deviating.After being installed in place, mould can be adjusted by adjusting the angle of inclination of skewed horizontal load bar 24
The verticality of plate 10.
The disassembly process of in-situ concrete wall one side formwork system provided by the invention is as follows：
First, anchor bolt is unclamped, reduces jack 26, universal wheel 27 is made to support supporting rack 20, then loosens adjuster
25, template 10 and supporting rack 20 are pulled out, 10 surface of cleaning template, roller coating releasing agent, finally push supporting rack 20 to new peace
Holding position.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all essences in the present invention
All any modification, equivalent and improvement made within refreshing and principle etc., should all be included in the protection scope of the present invention.
Claims (10)
1. in-situ concrete wall one side formwork system, including supporting rack and vertically arranged template, it is characterised in that：The branch
Support includes the horizontal stand that the column bottom end is connected to positioned at the column of the template side and one end；The column
It is equipped with height adjustment mechanism；The anchoring assembly for fixing support rack is connected on support frame as described above；The template includes more
The standard form and at least one piece of adjusting template to connect with standard form that block connects successively；Every piece of standard form and institute
It states and is connected with one group of transverse beam assembly between column；One group of crossbeam group is connected between every piece of adjusting template and the column
Part.
2. in-situ concrete wall one side formwork system as described in claim 1, it is characterised in that：The column and the water
Oblique connecting plate is connected between flat stent.
3. in-situ concrete wall one side formwork system as claimed in claim 2, it is characterised in that：The column and the water
More skewed horizontal load bars are also associated between flat stent.
4. in-situ concrete wall one side formwork system as claimed in claim 3, it is characterised in that：The every skewed horizontal load
The bottom end of bar is equipped with the adjuster for adjusting the skewed horizontal load bar fixed position；The adjuster is set to the level
On stent；The top of the every skewed horizontal load bar is equipped with limited block；The limited block is fixed on the column.
5. in-situ concrete wall one side formwork system as claimed in claim 2, it is characterised in that：The anchoring assembly includes
More anchor bars, adjacent two anchor bars of connection sleeve and being connected with a wherein anchor bar be used for will
The anchor bar is fixed on the platen on the oblique connecting plate；Wherein an anchor bar runs through the oblique connecting plate
With the column；The setting direction of the anchor bar is vertical with the setting direction of the oblique connecting plate.
6. in-situ concrete wall one side formwork system as described in claim 1, it is characterised in that：The column is included at least
Double sectioned column body, two adjacent sections cylinder are connected by the height adjustment mechanism；The height adjustment mechanism includes being embedded in the column
Internal internal lining pipe and the fastening bolt of the connection internal lining pipe and the cylinder.
7. in-situ concrete wall one side formwork system as described in claim 1, it is characterised in that：The transverse beam assembly includes
The fastener of crossbeam, two buckles for being located at the crossbeam two sides respectively and the connection crossbeam and the buckle；Two
The buckle is bonded respectively with the column, the template；The column is run through in one end of the fastener；The fastener
The other end is pierced into the template.
8. in-situ concrete wall one side formwork system as claimed in claim 7, it is characterised in that：The crossbeam is I-shaped
Type structure；The buckle is [font structure；The fastener is L font structures.
9. in-situ concrete wall one side formwork system as described in claim 1, it is characterised in that：The bottom of the horizontal stand
Face is connected with multiple jack；One of them described jack is located at the lower section of the column.
10. in-situ concrete wall one side formwork system as described in claim 1, it is characterised in that：The horizontal stand
Bottom surface is connected with universal wheel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810264755.0A CN108239997A (en) | 2018-03-28 | 2018-03-28 | In-situ concrete wall one side formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810264755.0A CN108239997A (en) | 2018-03-28 | 2018-03-28 | In-situ concrete wall one side formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108239997A true CN108239997A (en) | 2018-07-03 |
Family
ID=62699136
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810264755.0A Pending CN108239997A (en) | 2018-03-28 | 2018-03-28 | In-situ concrete wall one side formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108239997A (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109441013A (en) * | 2018-12-19 | 2019-03-08 | 中建八局第建设有限公司 | A kind of concrete construction of inclined column angular adjustment apparatus |
| CN109736569A (en) * | 2019-02-28 | 2019-05-10 | 福建工程学院 | A kind of truss type formwork support frame and formwork support structure |
| CN110410142A (en) * | 2019-09-04 | 2019-11-05 | 临沂会宝岭铁矿有限公司 | A method of it constructing the auxiliary device of barricade and constructs barricade with the auxiliary device |
| CN110984427A (en) * | 2019-12-23 | 2020-04-10 | 中交第一航务工程局有限公司 | Shear wall construction process based on fully-prefabricated floor slab |
| CN112252705A (en) * | 2020-10-23 | 2021-01-22 | 中国一冶集团有限公司 | Device facilitating automatic demolding of unilateral formwork and support turnover and using method of device |
| CN113668859A (en) * | 2021-07-26 | 2021-11-19 | 广西良创建筑铝模科技有限公司 | Side wall unilateral aluminum alloy template reinforcing system for building |
| CN113789951A (en) * | 2021-09-06 | 2021-12-14 | 天蓬智慧建造(广东)科技有限公司 | Cast-in-place wall body mould |
| CN113982258A (en) * | 2021-11-08 | 2022-01-28 | 广东省水利水电第三工程局有限公司 | Portal template structure and template system |
| CN114517573A (en) * | 2022-03-04 | 2022-05-20 | 上海建工四建集团有限公司 | Deep basal pit superelevation outer wall unilateral formwork system |
Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2620480A1 (en) * | 1987-09-16 | 1989-03-17 | Gerard Grunfelder | Shuttering panel |
| KR200352506Y1 (en) * | 2004-03-18 | 2004-06-04 | 최재일 | Supporting structure of mold |
| KR20060097952A (en) * | 2005-03-08 | 2006-09-18 | 삼성물산 주식회사 | A slanty support for formwork of wall, formwork construction structure and method using the same |
| KR200439843Y1 (en) * | 2007-04-03 | 2008-05-07 | 권태웅 | Support frame of 2-layer wall with adjustable height |
| CN201635388U (en) * | 2010-05-06 | 2010-11-17 | 中国建筑第二工程局有限公司 | Unilateral supporting formwork system for cast-in-place concrete arc outer wall |
| CN103696562A (en) * | 2014-01-16 | 2014-04-02 | 陈耀新 | Cast-in-situ self-maintained insulating wall mold structure and application method thereof |
| CN203701135U (en) * | 2013-12-30 | 2014-07-09 | 攀钢集团工程技术有限公司 | Bolt sleeve positioning device pre-embedded in slope and continuous casting machine fan-shaped section device substrate |
| CN204174935U (en) * | 2014-10-24 | 2015-02-25 | 中国建筑第四工程局有限公司 | A kind of outer wall of basement one side formwork supporting and protection structure |
| CN204266228U (en) * | 2014-12-08 | 2015-04-15 | 中铁上海工程局有限公司 | Deep foundation ditch large area concrete side wall movable stencil |
| CN206346484U (en) * | 2016-12-21 | 2017-07-21 | 中国一冶集团有限公司 | A kind of architecture Standards cast-in-situ wall integral mold plate |
| CN206844659U (en) * | 2017-05-22 | 2018-01-05 | 中冶建工集团有限公司 | Basement barricade single side formwork system |
| CN208251152U (en) * | 2018-03-28 | 2018-12-18 | 中铁十七局集团第三工程有限公司 | In-situ concrete wall one side formwork system |
-
2018
- 2018-03-28 CN CN201810264755.0A patent/CN108239997A/en active Pending
Patent Citations (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2620480A1 (en) * | 1987-09-16 | 1989-03-17 | Gerard Grunfelder | Shuttering panel |
| KR200352506Y1 (en) * | 2004-03-18 | 2004-06-04 | 최재일 | Supporting structure of mold |
| KR20060097952A (en) * | 2005-03-08 | 2006-09-18 | 삼성물산 주식회사 | A slanty support for formwork of wall, formwork construction structure and method using the same |
| KR200439843Y1 (en) * | 2007-04-03 | 2008-05-07 | 권태웅 | Support frame of 2-layer wall with adjustable height |
| CN201635388U (en) * | 2010-05-06 | 2010-11-17 | 中国建筑第二工程局有限公司 | Unilateral supporting formwork system for cast-in-place concrete arc outer wall |
| CN203701135U (en) * | 2013-12-30 | 2014-07-09 | 攀钢集团工程技术有限公司 | Bolt sleeve positioning device pre-embedded in slope and continuous casting machine fan-shaped section device substrate |
| CN103696562A (en) * | 2014-01-16 | 2014-04-02 | 陈耀新 | Cast-in-situ self-maintained insulating wall mold structure and application method thereof |
| CN204174935U (en) * | 2014-10-24 | 2015-02-25 | 中国建筑第四工程局有限公司 | A kind of outer wall of basement one side formwork supporting and protection structure |
| CN204266228U (en) * | 2014-12-08 | 2015-04-15 | 中铁上海工程局有限公司 | Deep foundation ditch large area concrete side wall movable stencil |
| CN206346484U (en) * | 2016-12-21 | 2017-07-21 | 中国一冶集团有限公司 | A kind of architecture Standards cast-in-situ wall integral mold plate |
| CN206844659U (en) * | 2017-05-22 | 2018-01-05 | 中冶建工集团有限公司 | Basement barricade single side formwork system |
| CN208251152U (en) * | 2018-03-28 | 2018-12-18 | 中铁十七局集团第三工程有限公司 | In-situ concrete wall one side formwork system |
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109441013A (en) * | 2018-12-19 | 2019-03-08 | 中建八局第建设有限公司 | A kind of concrete construction of inclined column angular adjustment apparatus |
| CN109441013B (en) * | 2018-12-19 | 2023-10-20 | 中建八局第一建设有限公司 | Angle adjusting device for concrete diagonal column construction |
| CN109736569A (en) * | 2019-02-28 | 2019-05-10 | 福建工程学院 | A kind of truss type formwork support frame and formwork support structure |
| CN109736569B (en) * | 2019-02-28 | 2024-03-26 | 福建工程学院 | Truss type template support frame and template support structure |
| CN110410142A (en) * | 2019-09-04 | 2019-11-05 | 临沂会宝岭铁矿有限公司 | A method of it constructing the auxiliary device of barricade and constructs barricade with the auxiliary device |
| CN110984427A (en) * | 2019-12-23 | 2020-04-10 | 中交第一航务工程局有限公司 | Shear wall construction process based on fully-prefabricated floor slab |
| CN112252705A (en) * | 2020-10-23 | 2021-01-22 | 中国一冶集团有限公司 | Device facilitating automatic demolding of unilateral formwork and support turnover and using method of device |
| CN113668859A (en) * | 2021-07-26 | 2021-11-19 | 广西良创建筑铝模科技有限公司 | Side wall unilateral aluminum alloy template reinforcing system for building |
| CN113789951A (en) * | 2021-09-06 | 2021-12-14 | 天蓬智慧建造(广东)科技有限公司 | Cast-in-place wall body mould |
| CN113982258A (en) * | 2021-11-08 | 2022-01-28 | 广东省水利水电第三工程局有限公司 | Portal template structure and template system |
| CN114517573A (en) * | 2022-03-04 | 2022-05-20 | 上海建工四建集团有限公司 | Deep basal pit superelevation outer wall unilateral formwork system |
| CN114517573B (en) * | 2022-03-04 | 2023-04-18 | 上海建工四建集团有限公司 | Deep foundation pit ultrahigh outer wall single-side formwork system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108239997A (en) | In-situ concrete wall one side formwork system | |
| CN201605810U (en) | Profile steel beam self-bearing suspended formwork supporter | |
| CN201614738U (en) | Support device for mould board assembly of steel reinforced concrete transfer beams | |
| CN110453613A (en) | A kind of cantilever method construction of Large span girder bridge box beam tunneling boring | |
| CN110409318A (en) | A kind of large span freely-supported steel reinforced concrete bondbeam assembling method | |
| CN206486818U (en) | A kind of Hanging Basket running gear | |
| CN210659228U (en) | Movable single-side formwork system for subway construction | |
| CN208251152U (en) | In-situ concrete wall one side formwork system | |
| CN210439301U (en) | Foundation section steel concrete waist rail supporting structure | |
| CN207177310U (en) | A kind of crane beam on rock wall for underground power house reinforcing bar is from steady structure | |
| CN216809608U (en) | Wet seam template piece supporting device | |
| CN105442832A (en) | Formwork for concrete guide wall | |
| CN215441490U (en) | Cast-in-place construction formwork support frame of single-column pier bent cap | |
| CN214739017U (en) | Steel tube bundle combined shear wall and steel beam connecting device | |
| CN115628066A (en) | Large shield closed space station-crossing starting base and reaction frame combined structure and method | |
| CN211368420U (en) | Main tower lower beam bracing support system | |
| CN211897881U (en) | No. 0 block bracket | |
| CN112538967A (en) | Shear wall template is to drawing connecting piece and template reinforced structure thereof | |
| CN202788877U (en) | Horizontal-vertical loading tunnel combined type full space supporting and propping frame | |
| CN205954657U (en) | Pile foundation steel reinforcement cage skeleton strutting arrangement | |
| CN212200332U (en) | Bracket template support frame for arc door hinge of overflow gate dam | |
| CN213710501U (en) | Concrete supporting structure | |
| CN220487056U (en) | Basket overhanging scaffold | |
| CN211498796U (en) | Concrete pouring large-scale assembled template system | |
| CN220224957U (en) | High pier abnormal shape body of a tower climbing mould flexible regulation support body |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |