CN105781100B - Template component for subway station side wall - Google Patents
Template component for subway station side wall Download PDFInfo
- Publication number
- CN105781100B CN105781100B CN201610272864.8A CN201610272864A CN105781100B CN 105781100 B CN105781100 B CN 105781100B CN 201610272864 A CN201610272864 A CN 201610272864A CN 105781100 B CN105781100 B CN 105781100B
- Authority
- CN
- China
- Prior art keywords
- panel
- support frame
- side wall
- subway station
- station side
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of template components for subway station side wall, including support frame and panel, panel is arranged on the support frame, the regulating member for adjusting panel-level displacement and verticality is equipped between the main back cord and support frame of panel, its bottom is fastenedly connected by connecting component and support frame after panel adjustment, and the bottom of support frame is connected by the bottom plate or middle plate of built-in fitting and main structure.The template component has the advantages that structure is simple, rigidity is big, easy to operate, thrust and anti-floating effect are good, side wall plate face is smooth, construction quality and standardization level are high, panel-level displacement and verticality are adjustable.
Description
Technical field
The invention mainly relates to the Construction Technique of Underground Works such as subway station, more particularly to one kind to be used for subway station side wall
Template component.
Background technique
Since subway station is underground engineering and waterproof requirement height, therefore subway station side wall template is mounted split pattern beaer
System.Currently, subway station side wall template system mainly have full hall frame to support body system, diagonal brace system and English truss support system,
Trolley formwork system etc..It is influenced by formwork structure form, existing template and support system tighten together more, install rear panel
It verticality and moves forward and backward extremely difficult adjustment, be difficult to after template piecemeal assembly process is many and diverse, panel deformation is damaged to replace, thrust effect
It is poor.
Summary of the invention
The technical problem to be solved by the present invention is to overcome the deficiencies in the prior art, provide that a kind of structure is simple, rigidity is big, behaviour
Make convenient, thrust and anti-floating effect are good, side wall plate face is smooth, construction quality and standardization level are high, panel-level displacement and
The adjustable template component for subway station side wall of verticality.
In order to solve the above technical problems, the invention adopts the following technical scheme:
A kind of template component for subway station side wall, including support frame and panel, the panel are arranged in support frame
On, the regulating member for adjusting panel-level displacement and verticality, institute are equipped between the main back cord and support frame of the panel
Its bottom is fastenedly connected by connecting component and support frame after stating panel adjustment, and the bottom of support frame as described above passes through built-in fitting and master
The bottom plate of body structure or the connection of middle plate.
As a further improvement of the above technical scheme:
The regulating member include be arranged in lower panels Level tune part and setting portion and top in the panel it is oblique
The both ends of support regulating part, the Level tune part and diagonal brace regulating part are hinged with panel and support frame respectively.
The Level tune part includes intermediate sleeve and two radicle screw rods, and the internal screw thread at the intermediate sleeve both ends is reversed
Setting, two radicle screw rods be threadedly coupled respectively with intermediate sleeve both ends and two radicle screw rods respectively with panel and support frame
Hingedly.
The diagonal brace regulating part includes middle screw rod and two end sleeves, and the external screw thread at the middle screw rod both ends is reversed
Setting, two end sleeves be threadedly coupled respectively with middle screw rod both ends and two end sleeves respectively with panel and support frame
Hingedly.
Support frame as described above includes pedestal, and base bottom is connected by the bottom plate or middle plate of built-in fitting and main structure, described
Pedestal is equipped with vertical bar and two braces, and the both ends of the Level tune part are hinged with panel and vertical bar respectively, two diagonal brace tune
The both ends for saving part are hinged with panel and two braces respectively, and the panel bottom is fastenedly connected by connecting component and pedestal.
Reinforcing rod is equipped between two braces on the pedestal, the brace positioned at middle part is connect with vertical bar.
The base bottom is equipped with support leg, and the support foot bottom is equipped with connecting plate, and the built-in fitting top is equipped with spiral shell
Line, bottom end are equipped with bending part, and the connecting plate is fastenedly connected after being socketed with built-in fitting by nut.
It further include the locating chucking tools in the bottom plate or middle plate for pouring main structure for being limited to built-in fitting sizing, it is described
Locating chucking tools include position-limited rack, and the position-limited rack bottom is fixed with limit plate, pass through spiral shell after the limit plate and built-in fitting socket
Mother is fastenedly connected.
The panel includes steel skeleton and muti-piece glued board, and the coagulation of the steel skeleton pours side and is equipped with caulking groove, each described
It is connect by dormant bolt with steel skeleton after glued board insertion caulking groove, the both ends of the Level tune part and diagonal brace regulating part are divided equally
It is not hinged with steel skeleton and support frame.
Operating platform is mounted at the top of the steel skeleton.
Compared with the prior art, the advantages of the present invention are as follows:
Template component for subway station side wall of the invention is equipped between the main back cord and support frame of panel for adjusting
The regulating member of the horizontal displacement of whole face plate and verticality, its bottom is connected by connecting component and support frame fastening after panel adjustment
It connects, the bottom of support frame is connected by the bottom plate or middle plate of built-in fitting and main structure.When construction, built-in fitting has first been buried, to
Support frame is lifted to bottom plate or middle plate top after the completion of the binding of side wall reinforcing bar and is fastenedly connected with built-in fitting, then leads to panel
Connecting component and support frame pre-connection are crossed, then connects panel and support frame with regulating member, then adjusts face using regulating member
The horizontal displacement and verticality of plate make panel reach final fixation finally by connecting component.Its structure is simple, rigidity is big, behaviour
Facilitate, built-in fitting and connecting component can reach good thrust and anti-floating effect, and regulating member can be realized panel
Horizontal displacement and verticality it is adjustable so that concreting side wall plate face is smooth, improve construction quality, and standardize journey
Degree is high.
Detailed description of the invention
Fig. 1 is the schematic view of the front view of the embodiment of the present invention 1.
Fig. 2 is the structural schematic diagram of Level tune part in the present invention.
Fig. 3 is the structural schematic diagram of diagonal brace regulating part in the present invention.
Fig. 4 is the structural schematic diagram of support frame in the present invention.
Fig. 5 is overlooking structure diagram of the invention.
Fig. 6 is the partial enlargement structural representation of Fig. 4.
Fig. 7 is the structural schematic diagram of locating chucking tools in the present invention.
Fig. 8 is the structural schematic diagram of panel in the present invention.
Fig. 9 is the schematic view of the front view of the embodiment of the present invention 2.
Each label indicates in figure:
1, support frame；11, pedestal；111, support leg；112, connecting plate；12, vertical bar；13, brace；14, reinforcing rod；2, face
Plate；21, steel skeleton；22, glued board；3, regulating member；31, Level tune part；311, intermediate sleeve；312, end screw rod；32,
Diagonal brace regulating part；321, middle screw rod；322, end sleeve；4, connecting component；5, built-in fitting；6, locating chucking tools；61, it limits
Frame；62, limit plate；7, operating platform.
Specific embodiment
The present invention is described in further details below with reference to Figure of description and specific embodiment.
Embodiment 1:
Fig. 1 to Fig. 8 shows the first embodiment of the present invention for the template component of subway station side wall, the template group
Part includes support frame 1 and panel 2, and panel 2 is arranged on support frame 1, is equipped with and is used between the main back cord and support frame 1 of panel 2
The regulating member 3 of 2 horizontal displacement of panel and verticality is adjusted, its bottom passes through connecting component 4 and support frame 1 after panel 2 adjusts
It is fastenedly connected, the bottom of support frame 1 is connect by built-in fitting 5 with the bottom plate of main structure.When construction, built-in fitting 5 has first been buried,
Support frame 1 is lifted to bottom plate top after the underplate concrete of main structure pours and reaches design requirement and is fastened with built-in fitting 5
Then panel 2 is passed through connecting component 4 and 1 pre-connection of support frame, then connects panel 2 and support frame 1 with regulating member 3 by connection,
Then the horizontal displacement and verticality that panel 2 is adjusted using regulating member 3, make panel 2 reach final finally by connecting component 4
It is fixed.Its structure is simple, rigidity is big, easy to operate, and built-in fitting 5 and connecting component 4 can reach good thrust and anti-floating
Effect, and regulating member 3 can be realized the adjustable of 2 horizontal displacement of panel and verticality, so that concreting side wall plate face is flat
It is whole, construction quality is improved, and standardization level is high.
In the present embodiment, connecting component 4 includes fixed plate and bolted fittings, offers bar shaped in the horizontal direction in fixed plate
Hole, when adjusting 2 horizontal displacement of panel, fixed plate can also be moved, then be fastenedly connected by bolted fittings, and structure is simple
It is practical.
In the present embodiment, regulating member 3 includes that the Level tune part 31 of 2 lower part of panel is arranged in and is arranged in panel 2
The both ends of the diagonal brace regulating part 32 in portion and top, Level tune part 31 and diagonal brace regulating part 32 respectively with panel 2 and support frame 1
Hingedly.In the structure, the both ends of Level tune part 31 are hinged with 2 lower part of panel and support frame 1 respectively, are mainly used for adjusting panel
2 horizontal displacement is convenient for Level tune part 31 to collapse after removal, has saved space using hinged form；Diagonal brace regulating part
32 settings ensure that the support strength to panel 2, diagonal brace regulating part 32 are mainly used for adjusting panel 2 on 2 middle part of panel and top
Verticality, equally using hinged form be convenient for after removal collapse, save space.
In the present embodiment, Level tune part 31 include intermediate sleeve 311 and two radicle screw rods 312,311 liang of intermediate sleeve
The internal screw thread at end is oppositely arranged, and two radicle screw rods 312 are threadedly coupled respectively with 311 both ends of intermediate sleeve and two radicle spiral shells
Bar 312 is hinged with panel 2 and support frame 1 respectively.In the structure, when adjusting 2 horizontal displacement of panel, intermediate sleeve need to be only rotated
311, the end screw rod 312 at both ends can be made to move horizontally, so that panel 2 be driven to move in the horizontal direction, structure is simple, designs
It is ingenious.
In the present embodiment, diagonal brace regulating part 32 include middle screw rod 321 and two end sleeves 322,321 liang of middle screw rod
The external screw thread at end is oppositely arranged, and two end sleeves 322 are threadedly coupled respectively with 321 both ends of middle screw rod and two end sleeves
Cylinder 322 is hinged with panel 2 and support frame 1 respectively.In the structure, when adjusting 2 verticality of panel, middle screw rod need to be only rotated
321, the end sleeve 322 at both ends can be made to move along middle screw rod 321, so that panel 2 is driven centainly to rotate, it is vertical to realize
The adjustment of degree, structure are simple, ingenious in design.
In the present embodiment, support frame 1 includes pedestal 11, and 11 bottom of pedestal is connected by built-in fitting 5 and the bottom plate of main structure
It connecing, pedestal 11 is equipped with vertical bar 12 and two braces 13, and the both ends of Level tune part 31 are hinged with panel 2 and vertical bar 12 respectively,
The both ends of two diagonal brace regulating parts 32 are hinged with panel 2 and two braces 13 respectively, and 2 bottom of panel passes through connecting component 4 and bottom
Seat 11 is fastenedly connected.In the structure, vertical bar 12 and two braces 13 are respectively to Level tune part 31 and the formation of diagonal brace regulating part 32
Connection and support；11 bottom of pedestal is connect by built-in fitting 5 with the bottom plate of main structure, and 2 bottom of panel passes through connecting component 4
It is fastenedly connected with pedestal 11, can prevent panel 2 from floating.
In the present embodiment, 11 front bottom end of pedestal is equipped with evacuation oblique angle, can avoid generating collision with bottom plate armpit angle.
In the present embodiment, reinforcing rod 14 is equipped between two braces 13 on pedestal 11, positioned at the brace 13 at middle part and perpendicular
Bar 12 connects.In the structure, support frame 1 is the truss structure that I-steel is welded, and reinforcing rod 14 connects two braces 13, can
Guarantee the intensity of brace 13, and the brace 13 for being located at middle part connect the intensity that entire support frame can be improved with vertical bar 12.
In the present embodiment, 11 bottom of pedestal is equipped with support leg 111, and 111 bottom of support leg is equipped with connecting plate 112, built-in fitting 5
Top is equipped with screw thread, bottom end is equipped with bending part, and connecting plate 112 is fastenedly connected after being socketed with built-in fitting 5 by nut.The structure
In, 5 bottom end 90-degree bent of built-in fitting forms bending part, can prevent built-in fitting 5 from deviating from, and improves the stretching resistance of built-in fitting 5, top vehicle
Silk is equipped with screw thread, fastens after passing through connecting plate 112 with upper and lower two nut threads, plays the role of firm banking 11, to reach
The effect of thrust.
It further include in the bottom plate for pouring main structure for the limiting card to the sizing limit of built-in fitting 5 in the present embodiment
Tool 6, locating chucking tools 6 include position-limited rack 61, and 61 bottom of position-limited rack is fixed with limit plate 62, after limit plate 62 and built-in fitting 5 are socketed
It is fastenedly connected by upper and lower two nuts.In the structure, the sizing of built-in fitting 5 is limited by position-limited rack 61 and limit plate 62,
It can guarantee the inbuilt precision of built-in fitting 5 and verticality in the bottom plate for pouring main structure, when underplate concrete final set
Locating chucking tools 6 are dismantled, support frame 1 and built-in fitting 5 can be attached, it is simple and reliable for structure.
In the present embodiment, plate 2 includes steel skeleton 21 and muti-piece glued board 22, and the coagulation of steel skeleton 21 pours side equipped with embedding
Slot, each glued board 22 are connect by dormant bolt with steel skeleton 21 after being embedded in caulking groove, Level tune part 31 and diagonal brace regulating part 32
Both ends it is hinged with steel skeleton 21 and support frame 1 respectively.In the structure, each glued board 22 passes through dormant bolt and steel skeleton 21
Connection can screw out dormant bolt and be replaced, be fixed, be used in combination with dormant bolt again when one of glued board 22 is impaired
Powder of lacquer putty for use on smoothes out, and substantially increases panel replacement efficiency.
In the present embodiment, operating platform 7 is mounted at the top of steel skeleton 21.In the structure, the setting of operating platform 7 is convenient for applying
The pouring construction of worker person, and it is convenient for bulk handling in the form of mounting.
Embodiment 2:
Fig. 2 to Fig. 9 shows second embodiment of the present invention for the template component of subway station side wall, the template group
Part is substantially the same manner as Example 1, and difference is only that: the bottom of support frame 1 is connect by built-in fitting 5 with the middle plate of main structure；
The evacuation oblique angle of 11 front bottom end of pedestal can avoid generating collision with the water-blocking bank of middle plate；5 bottom end 90-degree bent of built-in fitting is formed
Bending part, on the one hand can prevent built-in fitting 5 deviate from, improve built-in fitting 5 stretching resistance, on the other hand adapt to thickness it is lesser in
Hardened structure.
The site operation process of the template component system is as follows: 1, built-in fitting 5 is embedded, has bound in bottom plate or middle slab muscle
It is installed immediately after, the limit hole being fixed on built-in fitting 5 by upper and lower two nuts on the limit plate 62 of locating chucking tools 6
In, take locating chucking tools 6 away after underplate concrete final set；2, prepare before lifting, should be clean by panel 2 before lifting and brush
Regulating member 3 is then suspended on the main back cord otic placode of panel 2 by high-strength bolt by release agent；3, support frame 1 lifts, and will prop up
Support 1 is successively lifted to station bottom plate or middle plate, so that the connecting plate 112 of 111 bottom of support leg is passed through built-in fitting 5 and is fixed on
On bottom plate or middle plate, and by steel channel connector support frame 1 is connected it is integral；4, panel 2 lifts, by the lifting of panel 2 to branch
On support 1, regulating member 4 is first passed through by panel 2 and 1 pre-connection of support frame and passes through the verticality of 3 adjusting panel 2 of regulating member
And horizontal position, 2 bottom of panel is connect by connecting component 4 with 1 front end of support frame then and is tightened together, gaily decorated basket spiral shell is passed through
Each piece of panel 2 connect integral by bolt with template taper pin；5, concrete placings operating platform 7 is installed, and the operation with connecting pin is put down
Platform 7 is hanging in the connection otic placode being welded on the main back cord of panel 2, and each piece of corresponding operating platform 7 of panel 2 is connected into whole
Body；6, concreting, demoulding and maintenance, concreting are completed and reach to tear open according to first filling the order torn open afterwards after prescribed strength
Removing template component architecture, and geotextiles showering curing is hung on side wall.
Although the present invention is disclosed as above with preferred embodiment, however, it is not intended to limit the invention.It is any to be familiar with ability
The technical staff in domain, without deviating from the scope of the technical scheme of the present invention, all using the technology contents pair of the disclosure above
Technical solution of the present invention makes many possible changes and modifications or equivalent example modified to equivalent change.Therefore, all
Without departing from the content of technical solution of the present invention, according to the present invention technical spirit any simple modification made to the above embodiment,
Equivalent variations and modification, all shall fall within the protection scope of the technical scheme of the invention.
Claims (9)
1. a kind of template component for subway station side wall, including support frame (1) and panel (2), panel (2) setting exists
On support frame (1), it is characterised in that: be equipped between the main back cord and support frame (1) of the panel (2) for adjusting panel (2)
The regulating member (3) of horizontal displacement and verticality, its bottom passes through connecting component (4) and support frame after panel (2) adjustment
(1) it is fastenedly connected, the bottom of support frame as described above (1) is connect by built-in fitting (5) with the bottom plate of main structure or middle plate, the tune
Saving component (3) includes diagonal brace of the setting in the Level tune part (31) of panel (2) lower part and setting in the middle part of panel (2) with top
The both ends of regulating part (32), the Level tune part (31) and diagonal brace regulating part (32) respectively with panel (2) and support frame (1)
Hingedly.
2. the template component according to claim 1 for subway station side wall, it is characterised in that: the Level tune part
It (31) include intermediate sleeve (311) and two radicle screw rods (312), the internal screw thread at intermediate sleeve (311) both ends is reversely set
Set, two radicle screw rods (312) be threadedly coupled respectively with intermediate sleeve (311) both ends and two radicle screw rods (312) respectively with
Panel (2) and support frame (1) are hinged.
3. the template component according to claim 2 for subway station side wall, it is characterised in that: the diagonal brace regulating part
It (32) include middle screw rod (321) and two end sleeves (322), the external screw thread at middle screw rod (321) both ends is reversely set
Set, two end sleeves (322) be threadedly coupled respectively with middle screw rod (321) both ends and two end sleeves (322) respectively with
Panel (2) and support frame (1) are hinged.
4. the template component according to any one of claim 1 to 3 for subway station side wall, it is characterised in that: institute
Stating support frame (1) includes pedestal (11), and pedestal (11) bottom is connect by built-in fitting (5) with the bottom plate of main structure or middle plate,
The pedestal (11) be equipped with vertical bar (12) He Lianggen brace (13), the both ends of the Level tune part (31) respectively with panel
(2) and vertical bar (12) hingedly, the both ends of two diagonal brace regulating parts (32) respectively with panel (2) He Lianggen brace (13) hingedly, institute
Panel (2) bottom is stated to be fastenedly connected by connecting component (4) with pedestal (11).
5. the template component according to claim 4 for subway station side wall, it is characterised in that: on the pedestal (11)
Two braces (13) between be equipped with reinforcing rod (14), the brace (13) positioned at middle part connect with vertical bar (12).
6. the template component according to claim 5 for subway station side wall, it is characterised in that: pedestal (11) bottom
Portion is equipped with support leg (111), and support leg (111) bottom is equipped with connecting plate (112), and built-in fitting (5) top is equipped with spiral shell
Line, bottom end are equipped with bending part, and the connecting plate (112) is fastenedly connected after being socketed with built-in fitting (5) by nut.
7. the template component according to claim 6 for subway station side wall, it is characterised in that: further include pouring master
For the locating chucking tools (6) to built-in fitting (5) sizing limit when the bottom plate of body structure or middle plate, the locating chucking tools (6) include
Position-limited rack (61), position-limited rack (61) bottom are fixed with limit plate (62), after the limit plate (62) and built-in fitting (5) socket
It is fastenedly connected by nut.
8. the template component according to any one of claim 1 to 3 for subway station side wall, it is characterised in that: institute
Stating panel (2) includes steel skeleton (21) and muti-piece glued board (22), and the coagulation of the steel skeleton (21) pours side equipped with caulking groove, respectively
It is connect by dormant bolt with steel skeleton (21) after glued board (22) the insertion caulking groove, the Level tune part (31) and diagonal brace
The both ends of regulating part (32) are hinged with steel skeleton (21) and support frame (1) respectively.
9. the template component according to claim 8 for subway station side wall, it is characterised in that: the steel skeleton (21)
Top is mounted with operating platform (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610272864.8A CN105781100B (en) | 2016-04-28 | 2016-04-28 | Template component for subway station side wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610272864.8A CN105781100B (en) | 2016-04-28 | 2016-04-28 | Template component for subway station side wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105781100A CN105781100A (en) | 2016-07-20 |
| CN105781100B true CN105781100B (en) | 2019-03-08 |
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ID=56399814
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610272864.8A Active CN105781100B (en) | 2016-04-28 | 2016-04-28 | Template component for subway station side wall |
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| Country | Link |
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| CN (1) | CN105781100B (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107035136A (en) * | 2017-04-19 | 2017-08-11 | 天长市华利机械实业有限公司 | A kind of scaffold fastenings easy for installation |
| CN108204144A (en) * | 2018-03-01 | 2018-06-26 | 山东大学 | For assisting the bearing diagonal and its application method of prefabricated wallboard installation |
| CN109083408A (en) * | 2018-08-17 | 2018-12-25 | 庐江荣睿建设工程有限公司 | A kind of shear wall pours device for fixing module and construction method |
| CN111021414A (en) * | 2019-12-31 | 2020-04-17 | 天津新亚太工程建设监理有限公司 | Template support assembly for subway station side wall and supervision method thereof |
| CN112240027B (en) * | 2020-10-30 | 2022-05-27 | 浙江世润建创科技发展有限公司 | Concrete precast slab slope protection cast-in-place capping slab template structure and construction method |
| CN114046044B (en) * | 2021-10-27 | 2022-06-14 | 安徽送变电工程有限公司 | Formwork support fastening tool |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4000400A1 (en) * | 1990-01-09 | 1991-07-11 | Baumann Verwertungs Gmbh | Support for shuttering panel - is used for erecting concrete structure and has struts of adjustable length |
| CN201165756Y (en) * | 2007-12-25 | 2008-12-17 | 北京卓良模板有限公司 | Single side wall moulding board apparatus |
| KR200445213Y1 (en) * | 2008-08-13 | 2009-07-07 | 이천우 | Support for mold |
| CN101839061A (en) * | 2010-05-06 | 2010-09-22 | 中国建筑第二工程局有限公司 | Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof |
| CN102352607A (en) * | 2011-10-28 | 2012-02-15 | 中铁四局集团第四工程有限公司 | Full water stopping side wall template system |
| CN102704949A (en) * | 2012-06-14 | 2012-10-03 | 中交四航局第一工程有限公司 | No-pull rod side wall construction method for underground tunnel and formwork trolley for construction |
| CN203394052U (en) * | 2013-08-13 | 2014-01-15 | 北京市市政四建设工程有限责任公司 | Side wall template support structure |
| CN205804939U (en) * | 2016-04-28 | 2016-12-14 | 中国水利水电第八工程局有限公司 | template assembly for subway station side wall |
-
2016
- 2016-04-28 CN CN201610272864.8A patent/CN105781100B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4000400A1 (en) * | 1990-01-09 | 1991-07-11 | Baumann Verwertungs Gmbh | Support for shuttering panel - is used for erecting concrete structure and has struts of adjustable length |
| CN201165756Y (en) * | 2007-12-25 | 2008-12-17 | 北京卓良模板有限公司 | Single side wall moulding board apparatus |
| KR200445213Y1 (en) * | 2008-08-13 | 2009-07-07 | 이천우 | Support for mold |
| CN101839061A (en) * | 2010-05-06 | 2010-09-22 | 中国建筑第二工程局有限公司 | Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof |
| CN102352607A (en) * | 2011-10-28 | 2012-02-15 | 中铁四局集团第四工程有限公司 | Full water stopping side wall template system |
| CN102704949A (en) * | 2012-06-14 | 2012-10-03 | 中交四航局第一工程有限公司 | No-pull rod side wall construction method for underground tunnel and formwork trolley for construction |
| CN203394052U (en) * | 2013-08-13 | 2014-01-15 | 北京市市政四建设工程有限责任公司 | Side wall template support structure |
| CN205804939U (en) * | 2016-04-28 | 2016-12-14 | 中国水利水电第八工程局有限公司 | template assembly for subway station side wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105781100A (en) | 2016-07-20 |
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Address after: No.8, Changqing Road, Tianxin District, Changsha City, Hunan Province 410004 Patentee after: SINOHYDRO BUREAU 8 Co.,Ltd. Patentee after: China Power Construction Railway Construction Investment Group Co.,Ltd. Address before: No.8, Changqing Road, Tianxin District, Changsha City, Hunan Province 410004 Patentee before: SINOHYDRO BUREAU 8 Co.,Ltd. Patentee before: POWERCHINA RAILWAY CONSTRUCTION Co.,Ltd. |