CN106142301A - Template system shared by the prefabricated concrete component of a kind of batch - Google Patents
Template system shared by the prefabricated concrete component of a kind of batch Download PDFInfo
- Publication number
- CN106142301A CN106142301A CN201610596523.6A CN201610596523A CN106142301A CN 106142301 A CN106142301 A CN 106142301A CN 201610596523 A CN201610596523 A CN 201610596523A CN 106142301 A CN106142301 A CN 106142301A
- Authority
- CN
- China
- Prior art keywords
- upright post
- supporting upright
- crossbeam
- concrete component
- template
- 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.)
- Granted
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0029—Moulds or moulding surfaces not covered by B28B7/0058 - B28B7/36 and B28B7/40 - B28B7/465, e.g. moulds assembled from several parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/0002—Auxiliary parts or elements of the mould
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/24—Unitary mould structures with a plurality of moulding spaces, e.g. moulds divided into multiple moulding spaces by integratable partitions, mould part structures providing a number of moulding spaces in mutual co-operation
Landscapes
- Engineering & Computer Science (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
Template system shared by the concrete component that the invention discloses a kind of batch prefabricated, comprising: pattern plate bolster shared by concrete component, is located at concrete component and shares the crossbeam I between pattern plate bolster lateral support column I, supporting upright post II；It is located at the crossbeam II between lateral support column III, supporting upright post IV；It is located at the template I between lateral support column I, supporting upright post II；It is located at the template II between laterally adjacent supporting upright post III, supporting upright post IV；It is respectively arranged with wood block filler on crossbeam I, crossbeam II, and it is provided with, in the cavity between the fixing template I of wood block filler, template II, the framework of steel reinforcement that earth mix is poured into a mould, the invention has the beneficial effects as follows: after reaching some strength after concreting, concrete component can be removed in advance and share pattern plate bolster, and beams of concrete original place is deposited motionless, greatly speed up the turnover of pattern board supporting system；Concrete component is shared template system and is greatly saved template number used, remarkable in economical benefits simultaneously.
Description
Technical field
The present invention relates to industry and residential construction area, template system shared by the prefabricated concrete component of a kind of batch.
Background technology
Traditional building template system takes the mode of on-the-spot support to complete cast generally according to engineering ground physical condition,
Some shuttering supportings are fixed in on-the-spot soft mound, and construction precision is the highest, easily occur running mould, spillage during concreting
Etc. phenomenon.And in construction technology, traditional template system needs substantial amounts of flitch, scaffold tube pouring as template system
Supporting member and each formwork structure during concrete are all independently formed, it is impossible to form the template between component and share use；
Site operation environment aspect, the shuttering supporting component such as substantial amounts of flitch, scaffold tube makes that building-site is messy can't bear；Furthermore support
Structure or template versatility are poor, it is impossible to form unified modular structure part；
In sum, it is provided that a kind of new building system and construction method, simultaneously improve support pattern and the purposes of template,
In order to solve the drawback of traditional concrete exterior wall construction, it appears particularly important.
Summary of the invention
For the problems referred to above, template system shared by the concrete component that the invention provides a kind of batch prefabricated, its main skill
Art scheme is as follows:
Template system shared by the prefabricated concrete component of a kind of batch, comprising:
Pattern plate bolster (1) shared by least one set concrete component, and described concrete component is shared pattern plate bolster (1) and included rectangular shape array
Supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14), stand in laterally adjacent supporting
A high position between post I (11), supporting upright post II (12) is connected as a single entity, in laterally adjacent by dismountable tie-beam I (15)
A high position between supporting upright post III (13), supporting upright post IV (14) is connected as a single entity by dismountable tie-beam II (16), in perpendicular
It is linked as one by dismountable triatic stay I (17) to the top between adjacent supporting upright post I (11), supporting upright post III (13)
Body, dismountable triatic stay II is passed through at the top between of vertically-adjacent supporting upright post II (12), supporting upright post IV (14)
(18) being connected as a single entity, described concrete component is shared pattern plate bolster (1) and is also included:
At least crossbeam I (2) being located between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
At least crossbeam II (3) being located between laterally adjacent supporting upright post III (13), supporting upright post IV (14)；
It is located at the template I (4) between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
It is located at the template II (5) between laterally adjacent supporting upright post III (13), supporting upright post IV (14)；
Wherein, the beam body of described crossbeam I (2), crossbeam II (3) is respectively arranged with wood block filler (4), with wood block filler (6) admittedly
The framework of steel reinforcement (7) of earth to be mixed cast it is provided with in cavity between fixed template I (4), template II (5).
Further, rotatable member is passed through at described crossbeam I (2), the inclined layout of crossbeam II (3) and two ends respectively
(8) fixing, described rotatable member (8) includes stacker (81), pipe I (82) and pipe II (83), described stacker (81)
Installation side form inserting hook (811), the side, face deviating from inserting hook (811) form the U-shaped holding groove I (812) of inclined layout,
U-shaped holding groove II (813), described pipe I (82), pipe II (3) are individually fixed in crossbeam I (2), the end of crossbeam II (3) side
Portion and coordinate fixing with U-shaped holding groove I (812), U-shaped holding groove II (813) respectively.
Further, described inserting hook (811) correspondence position supporting upright post I (11), supporting upright post II (12), supporting are stood
Post III (13), the sidewall of supporting upright post IV (14) form for its insert eye in place.
Further, pattern plate bolster (1) shared by described concrete component is transversely or to be vertically sequentially arranged in horizontal plane
Plural groups.
Further, described crossbeam I (2), crossbeam II (3) are the complex root being equally spaced.
Further, described triatic stay I (17), the bottom of triatic stay II (18) side are respectively equipped with tenon post,
Described tenon post correspondence position supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14)
End face is respectively equipped with the mortise accessed for tenon post.
Further, described concrete component is shared pattern plate bolster (1) and is provided with reinforcement strut (9), and described reinforcement strut (9) has
Have floor seat (91), support bar I (92) and support bar II (93), the free end of described support bar I (92) respectively with supporting upright post I
(11), supporting upright post II (12), supporting upright post III (13), the top of supporting upright post IV (14) fix, described support bar II (92)
Free end respectively with supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), the side of supporting upright post IV (14)
Wall is fixed.
The most prefabricated concrete component is shared the component of template system and is used high-performance cold-forming shapes to be fabricated by, and is provided with dexterity
Rotational structure, make easy installation and removal, highly, spacing adjusts flexibly；Meanwhile, concrete component shares the construction weight of pattern plate bolster relatively
Gently, can assemble easily, it is not necessary to large-scale plant equipment and more manpower, assembling speed is greatly improved；Concrete
After pouring, after concrete reaches some strength, can form removal system in advance, and beams of concrete original place is deposited motionless,
Greatly speeding up the turnover of pattern board supporting system, it has the further advantage that
Advantage 1: sharing pattern plate bolster due to whole concrete component is cold-rolled forming section structure, utilization rate and common template system phase
Ratio has obtained further raising, and construction cost is substantially reduced simultaneously；
Advantage 2: the component of shuttering supporting has tight connected mode flexibly, and not only assembly operation is simple, and
Stabilized structure；
Advantage 3: execute-in-place is good, pattern plate bolster shared by concrete component can be with rapid disassembling, due to the lightweight of it and can be real
Existing Fast Installation, engineering field need not use crane；
Advantage 4: support post is connected not only simple with the ingenious self-locking of crossbeam but also bonding strength is high；
Advantage 5: whole concrete component is shared the structure of template system and all used prefabricated cold-forming shapes to make, size is accurate,
Do temporary support structure without scene again, make job site beautiful and clean；
Advantage 6: whole mold process all completes in smooth place, has stopped high-altitude or other dangerous operation side completely
Formula, the safety of construction is greatly improved；
Advantage 7: concrete component is shared template system and is greatly saved template number used, economic benefit highly significant.
Accompanying drawing explanation
Fig. 1 is the structural representation that in embodiment, pattern plate bolster shared by concrete component；
Fig. 2 is rotatable member and the attachment structure schematic diagram of crossbeam I in embodiment；
Fig. 3 is triatic stay II and the attachment structure schematic diagram of supporting upright post II in embodiment；
Fig. 4 be in embodiment many group concrete components share pattern plate bolster combination in place after structural representation.
Detailed description of the invention
In order to make the technological means of the present invention, creation characteristic, reach purpose and be easy to understand with effect, below in conjunction with tool
Body illustrates, and the present invention is expanded on further.
Seeing Fig. 1, Fig. 2 Fig. 3 and Fig. 4, template system shared by the prefabricated concrete component of a kind of batch, comprising: concrete component is altogether
Enjoying pattern plate bolster 1, concrete component is shared pattern plate bolster 1 and is included that the supporting upright post I 11 of rectangular shape array, supporting upright post II 12, supporting are stood
Post III 13, supporting upright post IV 14, the high position between laterally adjacent supporting upright post I 11, supporting upright post II 12 is by detachable
Tie-beam I 15 be connected as a single entity, the high position between laterally adjacent supporting upright post III 13, supporting upright post IV 14 is by detachable
Tie-beam II 16 be connected as a single entity, the top between of vertically-adjacent supporting upright post I 11, supporting upright post III 13 is by detachable
Triatic stay I 17 be connected as a single entity, the top between of vertically-adjacent supporting upright post II 12, supporting upright post IV 14 is by removable
The triatic stay II 18 unloaded is connected as a single entity, and concrete component is shared pattern plate bolster 1 and also included: be located at laterally adjacent supporting upright post I 11,
Hold the crossbeam I 2 between column II 12；It is located at the crossbeam II 3 between laterally adjacent supporting upright post III 13, supporting upright post IV 14；
It is located at the template I 4 between laterally adjacent supporting upright post I 11, supporting upright post II 12；It is located at laterally adjacent supporting upright post III
13, the template II 5 between supporting upright post IV 14；Wherein, crossbeam I 2, crossbeam II 3 beam body on be respectively arranged with wood block filler 6, wood
The mounting structure of cushion block 6 is: wood block filler 6 and crossbeam I 2, crossbeam II 3 contact surface molding " V " shape draw-in groove, " V " shape draw-in groove is along crossbeam I
2, crossbeam II 3 corner i.e. completes to fix after snapping in, by the chamber between connected nail and the fixing template I 4 of wood block filler 6, template II 5
The internal framework of steel reinforcement 7 being provided with earth to be mixed cast, after concreting, after concrete reaches some strength, can be pre-
First remove concrete component and share pattern plate bolster, and beams of concrete original place is deposited motionless, greatly speeds up the turnover of pattern board supporting system.
For the ease of crossbeam I 2, crossbeam II 3 quickly being pulled down during form removal, see Fig. 2, further improve
In: crossbeam I 2, the inclined layout of crossbeam II 3 and two ends are fixed by rotatable member 8 respectively, and rotatable member 8 includes accepting
Seat 81, pipe I 82 and pipe II 83, the installation side of stacker 81 forms inserting hook 811, and the side, face deviating from inserting hook 811 forms
The U-shaped holding groove I 812 of inclined layout, U-shaped holding groove II 813, pipe I 82, pipe II 83 are individually fixed in crossbeam I 2, horizontal stroke
The bottom of beam II 3 side and coordinate fixing with U-shaped holding groove I 812, U-shaped holding groove II 813 respectively, during form removal, first tears open
Except wood block filler 6, then rotating beam I 2 and crossbeam II 3 respectively, now, after the contact site of crossbeam I 2 and template I 4 lightens gap
Easily share template system from concrete component and dismantled.
The mounting structure of rotatable member being described further below, sees Fig. 2, the supporting of inserting hook 811 correspondence position is vertical
Post I 11, supporting upright post II 12, supporting upright post III 13, the sidewall of supporting upright post IV 14 form respectively for its insert eye in place, treat
Inserting hook 811 i.e. completes the installation of rotatable member after accessing insert eye.
According to the length of precast concrete beam, further it is improved by, sees Fig. 4, the concrete component in the present embodiment
Sharing pattern plate bolster 1 can be two groups, three groups, four groups or many groups being transversely sequentially arranged in horizontal plane, according to precast concrete
Quantity, pattern plate bolster 1 shared by the concrete component in the present embodiment is two groups, three groups, four groups be vertically sequentially arranged in horizontal plane
Or many groups.
According to the thickness of precast concrete beam, being further improved by, see Fig. 4, crossbeam I 2, crossbeam II 3 can be
Two, three, four or many being equally spaced.
In order to improve concrete component, to share the intensity of pattern plate bolster 1 simultaneously the most readily accessible, sees Fig. 3, triatic stay I 17, water
The bottom supporting bar II 17 side is respectively equipped with tenon post, and tenon post correspondence position supporting upright post I 11, supporting upright post II 12, supporting are stood
Post III 13, the end face of supporting upright post IV 14 are respectively equipped with the mortise accessed for tenon post.
Sharing the intensity of pattern plate bolster 1 in order to improve concrete component, be further improved by, pattern plate bolster 1 shared by concrete component
Being provided with reinforcement strut 9, strengthen strut 9 and have floor seat 91, support bar I 92 and support bar II 93, the free end of support bar I 92 divides
Do not fix with supporting upright post I 11, supporting upright post II 12, supporting upright post III 13, the top of supporting upright post IV 14, support bar II 93
Free end supporting upright post I 11 respectively, supporting upright post II 12, supporting upright post III 13, the sidewall of supporting upright post IV 14 are fixed, as excellent
Choosing, the free end of support bar I 92 and supporting upright post I 11, supporting upright post II 12, supporting upright post III 13, supporting upright post IV 14
Can pass through tenon post between top, the structure of mortise connects fixing, and the free end of support bar II 93 stands with supporting upright post I 11, supporting
Post II 12, supporting upright post III 13, the sidewall of supporting upright post IV 14 can be bolted to connection.
The mentality of designing of the present invention is below described the most in one embodiment, in the case of system allows, this
Bright can expand to the most external more functional module, thus extend its function to greatest extent.
The above, the only detailed description of the invention of the present invention, but protection scope of the present invention is not limited thereto, and any
The change expected without creative work or replacement, all should contain within protection scope of the present invention.Therefore, the present invention
Protection domain should be as the criterion with the protection domain that claims are limited.
Claims (7)
1. template system shared by the concrete component that a batch is prefabricated, it is characterised in that comprising:
Pattern plate bolster (1) shared by least one set concrete component, and described concrete component is shared pattern plate bolster (1) and included the supporting of rectangular shape array
Column I (11), supporting upright post II (12), supporting upright post III (13), supporting upright post IV (14), in laterally adjacent supporting upright post I
(11), the high position between supporting upright post II (12) is connected as a single entity, in laterally adjacent supporting by dismountable tie-beam I (15)
A high position between column III (13), supporting upright post IV (14) is connected as a single entity, in vertical phase by dismountable tie-beam II (16)
Top between the supporting upright post I (11) of neighbour, supporting upright post III (13) is connected as a single entity by dismountable triatic stay I (17),
Dismountable triatic stay II (18) is passed through at top between of vertically-adjacent supporting upright post II (12), supporting upright post IV (14)
Being connected as a single entity, described concrete component is shared pattern plate bolster (1) and is also included:
At least crossbeam I (2) being located between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
At least crossbeam II (3) being located between laterally adjacent supporting upright post III (13), supporting upright post IV (14)；
It is located at the template I (4) between laterally adjacent supporting upright post I (11), supporting upright post II (12)；
It is located at the template II (5) between laterally adjacent supporting upright post III (13), supporting upright post IV (14)；
Wherein, described crossbeam I (2), crossbeam II (3) beam body on be respectively arranged with wood block filler (4), fixing with wood block filler (6)
The framework of steel reinforcement (7) of earth to be mixed cast it is provided with in cavity between template I (4), template II (5).
Template system shared by the prefabricated concrete component of a kind of batch the most according to claim 1, it is characterised in that described crossbeam
I (2), the inclined layout of crossbeam II (3) and two ends are fixed by rotatable member (8) respectively, and described rotatable member (8) includes
Stacker (81), pipe I (82) and pipe II (83), the installation side of described stacker (81) forms inserting hook (811), deviates from slotting
The side, face of hook (811) forms the U-shaped holding groove I (812) of inclined layout, U-shaped holding groove II (813), described pipe I
(82), pipe II (3) be individually fixed in crossbeam I (2), the bottom of crossbeam II (3) side and respectively with U-shaped holding groove I (812), U
Type holding groove II (813) coordinates fixing.
Template system shared by the prefabricated concrete component of a kind of batch the most according to claim 2, it is characterised in that described inserting hook
(811) correspondence position supporting upright post I (11), supporting upright post II (12), supporting upright post III (13), the sidewall of supporting upright post IV (14)
Form for its insert eye in place.
Template system shared by the prefabricated concrete component of a kind of batch the most according to claim 1, it is characterised in that described concrete structure
It is the plural groups transversely or being vertically sequentially arranged in horizontal plane that part shares pattern plate bolster (1).
Template system shared by the prefabricated concrete component of a kind of batch the most according to claim 1, it is characterised in that described crossbeam
I (2), crossbeam II (3) is the complex root being equally spaced.
Template system shared by the prefabricated concrete component of a kind of batch the most according to claim 1, it is characterised in that described level
Strut I (17), the bottom of triatic stay II (18) side are respectively equipped with tenon post, described tenon post correspondence position supporting upright post I (11),
Supporting upright post II (12), supporting upright post III (13), the end face of supporting upright post IV (14) are respectively equipped with the mortise accessed for tenon post.
Template system shared by the prefabricated concrete component of a kind of batch the most according to claim 1, it is characterised in that described concrete structure
Part is shared pattern plate bolster (1) and is provided with reinforcement strut (9), and described reinforcement strut (9) has floor seat (91), support bar I (92) and props up
Strut II (93), the free end of described support bar I (92) respectively with supporting upright post I (11), supporting upright post II (12), supporting upright post
III (13), the top of supporting upright post IV (14) is fixed, the free end of described support bar II (92) respectively with supporting upright post I (11),
Supporting upright post II (12), supporting upright post III (13), the sidewall of supporting upright post IV (14) are fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610596523.6A CN106142301B (en) | 2016-07-27 | 2016-07-27 | A kind of shared template system of the concrete component that batch is prefabricated |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610596523.6A CN106142301B (en) | 2016-07-27 | 2016-07-27 | A kind of shared template system of the concrete component that batch is prefabricated |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106142301A true CN106142301A (en) | 2016-11-23 |
| CN106142301B CN106142301B (en) | 2019-01-01 |
Family
ID=58060173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610596523.6A Active CN106142301B (en) | 2016-07-27 | 2016-07-27 | A kind of shared template system of the concrete component that batch is prefabricated |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106142301B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109016093A (en) * | 2018-08-27 | 2018-12-18 | 泗县汉能诚信电气工程有限公司 | A kind of assembled wallboard formwork erection casting platform |
| CN109910150A (en) * | 2019-04-19 | 2019-06-21 | 锦萧建筑科技有限公司 | A kind of doubles beam column composable mold |
| CN110027093A (en) * | 2019-04-19 | 2019-07-19 | 锦萧建筑科技有限公司 | A kind of production technology of the composable mold and application of doubles the beam column composable mold |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201850755U (en) * | 2010-09-13 | 2011-06-01 | 王亚运 | Movable formwork support system |
| CN204463684U (en) * | 2015-02-11 | 2015-07-08 | 杜德强 | Cone-shaped footing actual training device |
| CN204531396U (en) * | 2015-02-03 | 2015-08-05 | 梁苏珊 | Tear formula adjusting screw, device for quick-dismantling the morning of setting up for building support for shuttering open and use structure |
| CN206048459U (en) * | 2016-07-27 | 2017-03-29 | 上海欧本钢结构有限公司 | Can the shared template of the prefabricated concrete component of batch |
-
2016
- 2016-07-27 CN CN201610596523.6A patent/CN106142301B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201850755U (en) * | 2010-09-13 | 2011-06-01 | 王亚运 | Movable formwork support system |
| CN204531396U (en) * | 2015-02-03 | 2015-08-05 | 梁苏珊 | Tear formula adjusting screw, device for quick-dismantling the morning of setting up for building support for shuttering open and use structure |
| CN204463684U (en) * | 2015-02-11 | 2015-07-08 | 杜德强 | Cone-shaped footing actual training device |
| CN206048459U (en) * | 2016-07-27 | 2017-03-29 | 上海欧本钢结构有限公司 | Can the shared template of the prefabricated concrete component of batch |
Non-Patent Citations (1)
| Title |
|---|
| 中铁二局股份有限公司，卿三惠等: "《工程项目施工组织设计范例》", 31 October 2014 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109016093A (en) * | 2018-08-27 | 2018-12-18 | 泗县汉能诚信电气工程有限公司 | A kind of assembled wallboard formwork erection casting platform |
| CN109910150A (en) * | 2019-04-19 | 2019-06-21 | 锦萧建筑科技有限公司 | A kind of doubles beam column composable mold |
| CN110027093A (en) * | 2019-04-19 | 2019-07-19 | 锦萧建筑科技有限公司 | A kind of production technology of the composable mold and application of doubles the beam column composable mold |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106142301B (en) | 2019-01-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106869489A (en) | Super High Core Walls Structure level and vertical synchronous construction top module system and construction method | |
| CN105908777A (en) | Comprehensive pipe gallery sliding mold and application method thereof | |
| CN208072950U (en) | A kind of combination set shaped steel formwork | |
| CN106142301A (en) | Template system shared by the prefabricated concrete component of a kind of batch | |
| CN106013781A (en) | Slab supporting construction method and construction device by reversely suspending template | |
| CN110273539A (en) | A kind of combination set shaped steel formwork and its modeling method | |
| CN102146731A (en) | Supporting structure for floor formwork of steel structure building and construction method | |
| CN202644976U (en) | Slope roof double-side formwork support structure | |
| CN103061509B (en) | Construction process for implementing post-cast strip casting by post-cast strip stiff steel pipe support system | |
| CN101614039B (en) | Inverted construction method for template engineering of cast-in-place shear wall structure system | |
| CN109252662B (en) | One-step forming construction method for vertical shaft bridge frame through cast-in-place concrete floor | |
| CN104088473A (en) | Construction structure and method used for underpinning load-bearing wall | |
| CN104675112A (en) | Steel stair formwork and constructing method for once pouring forming of building staircase | |
| CN106836255B (en) | The integral prefabricated structure of basement bottom board catch pit steel mesh and method of construction | |
| CN206048459U (en) | Can the shared template of the prefabricated concrete component of batch | |
| CN201011127Y (en) | Suspended steel wood combined template | |
| CN204687050U (en) | A kind of mould of precast concrete rectangular beam | |
| CN205077686U (en) | Close girt strip board construction structures based on -in -place mould | |
| CN202220435U (en) | Formwork decreasing device of top-down underground concrete structure | |
| CN201972715U (en) | Integrated ditch cable trough mould frame | |
| CN208219844U (en) | A kind of prefabrication system | |
| CN104746521B (en) | The application of oversized cross-section slope cushion layer constructing structure | |
| CN105625708B (en) | A kind of aluminum wood composite shuttering system for building | |
| CN213014377U (en) | Basement roof seals post-cast strip structure in advance | |
| CN108677722A (en) | Hollow High Pier with Thin Wall stub top section construction technology |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |