CN106193588B - A kind of method pouring building post-cast strip and pour mould - Google Patents
A kind of method pouring building post-cast strip and pour mould Download PDFInfo
- Publication number
- CN106193588B CN106193588B CN201610722376.2A CN201610722376A CN106193588B CN 106193588 B CN106193588 B CN 106193588B CN 201610722376 A CN201610722376 A CN 201610722376A CN 106193588 B CN106193588 B CN 106193588B
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- China
- Prior art keywords
- post
- cast strip
- mould
- bottom supporting
- dipping form
- 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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Links
- 238000000034 method Methods 0.000 title abstract description 20
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 72
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 71
- 238000007598 dipping method Methods 0.000 claims abstract description 62
- 229910000838 Al alloy Inorganic materials 0.000 claims description 12
- 239000004411 aluminium Substances 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 13
- 238000005336 cracking Methods 0.000 abstract description 4
- 230000001351 cycling effect Effects 0.000 abstract description 3
- 230000007306 turnover Effects 0.000 description 9
- 239000000463 material Substances 0.000 description 8
- 239000002023 wood Substances 0.000 description 6
- 238000009434 installation Methods 0.000 description 5
- 238000009415 formwork Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/40—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for coffered or ribbed ceilings
-
- 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
Abstract
The invention discloses a kind of method pouring building post-cast strip and pour mould, the present invention include set up using wooden model system pour post-cast strip pour mould, when pouring post-cast strip, set up jointly using aluminum dipping form system and wooden model system pour post-cast strip pour mould, the mould that pours that post-cast strip will be poured is set up jointly with wooden model system and aluminum dipping form system, when being set up jointly, the mould that pours for pouring post-cast strip overhanging beam slab overhanging end is set up with aluminum dipping form system, in addition to post-cast strip overhanging beam slab overhanging end, the mould that pours for pouring the rest part of post-cast strip is set up with wooden model system, when having set up after pouring mould of post-cast strip by wooden model system and aluminum dipping form system, it can carry out pouring for post-cast strip.The present invention not only has the advantages that quick construction, convenient to assemble and disassemble, low-loss, high, cost-effective using cycling rate, but also has the advantages that effectively prevent post-cast strip overhanging beam slab cracking, leakage and other issues generation.
Description
Technical field
The present invention relates to a kind of method pouring building post-cast strip and mould is poured, belongs to building post-cast strip pouring technique
Field.
Background technology
The pouring of traditional construction post-cast strip is all made of wooden model system or pure plank sheathing support system is poured, this
A large amount of mould is inevitably lost in such a way that wooden model system carries out pouring post-cast strip in kind during installation
Plate.Post-cast strip both sides entirely overhang part mould as required to overhanging component is belonged between Vierendeel girder before in post-cast strip, concrete does not pour
Plate and holder should not be removed, and such turnover input amount greatly increases, and many units in charge of construction are that circulation material is enable quickly to have enough to meet the need
And form removal and holder are selected, it is not only easily damaged structural beam slab in this way, causes cracking, leakage；And the secondary branch in post-cast strip
Mode structure board bottom face easily causes uneven, and quality perception is poor.In construction industry, construction unit to quality requirement increasingly
Height, subsequent quality must carry out repair process when checking and accepting, and quadratic cost and manpower and materials, wave will be generated in follow-up repair
Expense construction material has an effect on construction speed.Therefore, existing to pour the mode of post-cast strip only with wooden model system or not enough manage
Think, the needs of building cannot be met.
Invention content
The purpose of the present invention is：There is provided a kind of quick construction, convenient to assemble and disassemble, low-loss, it is high using cycling rate, save at
Originally, meet green construction requirement, and can effectively prevent pouring for post-cast strip overhanging beam slab cracking, leakage and other issues generation
The method of building post-cast strip and mould is poured, unfavorable factor caused by overcome traditional late poured band support system is existing to overcome
There is the deficiency of technology.
The technical proposal of the invention is realized in this way：
A kind of method pouring building post-cast strip of the present invention is that this method includes being poured using what wooden model system was set up
Post-cast strip pours mould, when pouring post-cast strip both sides overhanging beam slab, is poured after being set up jointly using aluminum dipping form system and wooden model system
Pour mould with what both sides overhang beam slab, i.e., by post-cast strip both sides overhang beam slab pour mould wooden model system and aluminum dipping form system is common
It sets up, when being set up jointly, the mould that pours for pouring post-cast strip both sides overhanging beam slab end is set up with aluminum dipping form system, after removing
It pouring outside band overhanging beam slab end, the mould that pours for pouring the rest part of post-cast strip both sides overhanging beam slab is set up with wooden model system,
After wooden model system and aluminum dipping form system have been set up, you can pouring for post-cast strip both sides Cantilever Beams board concrete is carried out, it is to be poured
Concrete removes the wooden model system that post-cast strip both sides overhang beam slab after reaching age, retains aluminum dipping form system and does not remove, is sealed when reaching
After closing post-cast strip condition, is poured closing post-cast strip part with pouring part aluminum alloy pattern plate after aluminum dipping form system and installing and poured mould, so
After carry out closing post-cast strip concreting, complete pouring for entire post-cast strip after the completion of post-cast strip concreting to be closed
Work.
In the above method, for pour post-cast strip both sides overhanging beam slab end every side aluminum dipping form system width for 180~
220mm。
In the above method, after in post-cast strip both sides, Cantilever Beams board concrete reaches form removal condition, by all wooden model systems
It removes, the aluminum dipping form system for retaining post-cast strip both sides overhanging beam slab end is not torn open as the overhanging beam slab end support of post-cast strip both sides,
It is used the wooden model system of dismounting as turnover next time, the turnover utilization rate of post-cast strip wooden model system can be increased in this way.
In the above method, after the closing post-cast strip concrete poured reaches concrete strength, you can by aluminum alloy pattern plate system
It all removes and is used next time as turnover.
According to the present invention of above method structure it is a kind of pour building post-cast strip pour mould, it includes wood that this, which pours mould,
Die body system, pours mould and is connected with aluminum dipping form system by wooden model system and form, and wooden model system is connect by linking bar with aluminum dipping form system.
Above-mentioned to pour in mould, the aluminum dipping form system includes board bottom supporting plate, the underrun board bottom supporting rod branch of board bottom supporting plate
On the ground, the side of board bottom supporting plate is poured part aluminum alloy pattern plate with after by pin and is connect for support, is poured board bottom supporting plate is close
The side of the beam of post-cast strip is connected with template of filling a vacancy, and the lower edge for template of filling a vacancy is connected with beam side, and beam side lower edge passes through
Connection aluminum corner brace connect with beam bottom supporting plate, beam bottom supporting plate by beam bottom they sup-port on the ground.
Appeal pours in mould, and when wooden model system is connect by linking bar with aluminum dipping form system, the one end for linking bar is connected to wood
On the supporting rod of the support of die body system on the ground, the other end is connected to the board bottom supporting rod or beam bottom supporting rod of aluminum dipping form system
On.
By adopting the above-described technical solution, the present invention is set up by using aluminum dipping form system and wooden model system jointly after pouring
The mould that pours of band is poured, and the mould that pours for pouring post-cast strip overhanging beam slab overhanging end is set up with aluminum dipping form system, i.e., by post-cast strip
The overhanging end of most weak and most critical is carried out building mould and be poured using aluminum dipping form system, due to aluminum dipping form system used width very
It is small（The width of aluminum dipping form system is 180~220mm）, thus the material of aluminum dipping form system used is seldom, and it is of the present invention
Aluminum dipping form architecture is simple, installation and removal are all easier, so the present invention can effectively improve entire post empiricism
Quality and progress, and can effectively play wooden model system is used in turn rate.Therefore, compared with prior art, the present invention this hair
Bright not only have the advantages that quick construction, convenient to assemble and disassemble, low-loss, high, cost-effective using cycling rate, but also with can have
The advantages of preventing post-cast strip overhanging beam slab cracking, leakage and other issues from occurring of effect.
Description of the drawings
Fig. 1 is the present invention structural schematic diagram that wooden model system is connect with aluminum dipping form system when in use；
Fig. 2 is that aluminum dipping form system using the present invention is set up and pours post-cast strip and overhang knot when pouring mould that beam slab overhangs end
Structure schematic diagram.
Reference sign：1- aluminum dipping form systems, 1.1- board bottom supporting plates, 1.2- board bottom supporting rods pour part after 1.3-
Aluminum alloy pattern plate, 1.4- pins, 1.5- beam bottom supporting rods, 1.6- connection aluminum corner braces, 1.7- beam sides, 1.8- fill a vacancy template,
1.9- beam bottom supporting plates, 2- wooden model systems, 3- link bar.
Specific implementation mode
The present invention is described in further detail with reference to the accompanying drawings and examples.
The embodiment of the present invention：A kind of method pouring building post-cast strip of the present invention, as depicted in figs. 1 and 2, the party
Method include using wooden model system take 2 set pour post-cast strip pour mould, when pouring post-cast strip both sides and overhanging beam slab, using aluminium
Die body system 1 and wooden model system 2 set up the mould that pours of post-cast strip both sides overhanging beam slab jointly, i.e., by post-cast strip both sides overhanging beam slab
It pours mould to be set up jointly with wooden model system 2 and aluminum dipping form system 1, when being set up jointly, post-cast strip both sides Cantilever Beams will be poured
The mould aluminum dipping form system 1 that pours of plate end is set up, and in addition to the overhanging beam slab end of post-cast strip, pours post-cast strip both sides overhanging beam slab
The mould that pours of rest part is set up with wooden model system 2, after wooden model system 2 and aluminum dipping form system 1 have been set up, you can poured after progress
With pouring for both sides Cantilever Beams board concrete, the wood of post-cast strip both sides overhanging beam slab is removed after the concrete poured reaches age
Die body system 2 retains aluminum dipping form system 1 and does not remove, after reaching closing post-cast strip condition, with pouring part aluminum alloy pattern plate after aluminum dipping form system
1.3 install and pour closing post-cast strip part and pour mould, then carry out pouring for closing post-cast strip concrete, are poured after to be closed
That completes entire post-cast strip after the completion with concreting pours work.
In the above method, for pour post-cast strip both sides overhanging beam slab end every side aluminum dipping form system 1 width for 180~
220mm。
In the above method, after in post-cast strip both sides, Cantilever Beams board concrete reaches form removal condition, by all wooden model systems 2
It removes, the aluminum dipping form system 1 for retaining post-cast strip both sides overhanging beam slab end is not torn open as the overhanging beam slab end support of post-cast strip both sides,
The wooden model system 2 of dismounting is used next time as turnover, the turnover utilization rate of post-cast strip wooden model system 2 can be increased in this way.
In the above method, after the closing post-cast strip concrete poured reaches concrete strength, you can by aluminum alloy pattern plate system 1
It all removes and is used next time as turnover.
According to the present invention of above method structure it is a kind of pour building post-cast strip pour mould, such as Fig. 1 and Fig. 2 institutes
Showing, it includes wooden model system 2 in the prior art that this, which pours mould, this pours mould and is made of wooden model system 2 and the connection of aluminum dipping form system 1,
And wooden model system 2 is connect by linking bar 3 with aluminum dipping form system 1.
Above-mentioned aluminum dipping form system 1 includes board bottom supporting plate 1.1, and the underrun board bottom supporting rod 1.2 of board bottom supporting plate 1.1 is supported on
On ground, the side of board bottom supporting plate 1.1 is poured part aluminum alloy pattern plate 1.3 by pin 1.4 with after and is connect, close in board bottom supporting plate 1.1
The side of the beam of the post-cast strip poured is connected with template 1.8 of filling a vacancy, and the lower edge of template of filling a vacancy 1.8 is connected with beam side 1.7,
When structure pours mould, when the width of beam side 1.7 is inadequate, another piece of beam side 1.7 can be connected by pin 1.4；By beam
1.7 lower edge of side form is connect by connecting aluminum corner brace 1.6 with beam bottom supporting plate 1.9, and beam bottom supporting plate 1.9 passes through beam bottom supporting rod 1.5
Support is on the ground.When wooden model system 2 to be connect by linking bar 3 with aluminum dipping form system 1, the one end for linking bar 3 is passed through into bolt
It is connected on the supporting rod of the support of wooden model system 2 on the ground, the board bottom in aluminum dipping form system 1 is bolted in the other end
On supporting rod 1.2 or beam bottom supporting rod 1.5.
When it is implemented, can be implemented by the following method：
Referring to Fig. 1 and Fig. 2, the present invention includes post-cast strip aluminum dipping form system 1 and post-cast strip structure on two sides wooden model system 2 and aluminium
Die body system 1 links bar 3 with wooden model system 2；The aluminum dipping form system 1 include board bottom supporting plate 1.1, board bottom supporting rod 1.2, after pour
Part aluminum alloy pattern plate 1.3, pin 1.4, beam bottom supporting rod 1.5 connect aluminum corner brace 1.6, beam side 1.7, template of filling a vacancy 1.8, beam bottom support
Plate 1.9.When the main structure construction in building, post-cast strip both sides overhanging beam slab end is set up using aluminum dipping form system 1 to be poured
Mould, the rest part of post-cast strip is set up using wood formwork system 2 pours mould, that is, aluminum dipping form system 1 and wood formwork system 2 is used to separate
The mould that pours of post-cast strip is set, and 2 two kinds of formwork systems of aluminum dipping form system 1 and wood formwork system are connected into one by linking bar 3
A stable whole, the width of aluminum dipping form system is usually 200mm.In post-cast strip both sides, concrete reaches all wooden model bodies after form removal condition
It is 2 dismountings, retains post-cast strip both sides aluminum dipping form system and do not tear open as post-cast strip overhanging end support, post-cast strip overhanging end can be increased in this way
The turnover utilization rate of wooden model system 2.The aluminium beam side 1.7 of the aluminum dipping form system 1, overhanging end is adopted with beam bottom supporting plate 1.9
It is connected with connection aluminum corner brace 1.6, beam side 1.7 is connect with beam side 1.7 to be reinforced using pin 1.4, beam side 1.7 and board bottom supporting plate
1.1 joint gaps are according to actual size using 1.8 polishing of template of filling a vacancy.The aluminum dipping form system 1, board bottom supporting plate 1.1 use
Independent board bottom supporting rod 1.2 supports, and beam bottom supporting plate 1.9 is supported using two beam bottom supporting rods 1.5.The aluminum dipping form system 1,
Thereafter part aluminum alloy pattern plate 1.3 is poured using the beam bottom supporting plate installed, and do not torn open by pin 1.4 and post-cast strip both sides from the bottom up
1.9 or beam side 1.7,1.1 reinforcement by connection of board bottom supporting plate, it need not in addition set up supported rod erecting.
In addition, the present invention is when it is implemented, also can be used following steps implementation：
Step 1: according to construction site post-cast strip reserved location, post-cast strip is then set up according to on-site actual situations design
Overhang the aluminum dipping form system 1 of beam slab overhanging end；
Step 2: the aluminum dipping form plate suqare of overhanging beam slab aluminum dipping form system 1 need to be installed according to site operation and using the use of material
Amount, finally works out procurement plan, is purchased by procurement plan；
Step 3: overhanging the process of end overhanging beam slab aluminum dipping form system 1 according to post-cast strip, it is by mould that installation, which pours the template of mould,
Plate sets up code requirement and carries out splicing installation form and carry out corresponding reinforcement measure；
Step 4: concreting is completed after concrete strength reaches design requirement, the wooden model system 2 of inside is removed into turnover
It is used to other post-cast strip suspended structural supports, retains overhanging end aluminum alloy pattern plate system 1 and supported in cantilevered structure outer edge, to
Reach structure to fix safely and material is made to make full use of.
Step 5: after reaching the requirement of closing post-cast strip according to design requirement, part aluminum alloy pattern plate 1.3 is poured by after and is pacified from the bottom up
Dress is used in combination pin 1.4 to be fixed in the beam bottom supporting plate 1.9 or beam side 1.7, board bottom supporting plate 1.1 of overhanging end aluminum dipping form system 1
On, post-cast strip steel bar is bound, post-cast strip concrete is poured, all aluminum dipping form systems are removed after concrete strength to be achieved, has enough to meet the need and uses next time.
After testing and proof of actual use, installation safety coefficient of the present invention is high, low, the of the invention aluminum dipping form system of loss
The alter-pouring strips mould plate support that other projects can also be used in turn uses, and can fully improve the utilization rate of material in this way, save
Construction cost is saved in the spillage of material of other projects.The present invention can effectively reduce the consumption of wooden model using aluminum dipping form system simultaneously, subtract
Few wooden material consumption, therefore, the present invention meets the requirement of national green construction.
Claims (2)
1. a kind of mould that pours pouring building post-cast strip, including wooden model system（2）, it is characterised in that：Mould is poured by wooden model body
System（2）With aluminum dipping form system（1）Connection composition, and wooden model system（2）By linking bar（3）With aluminum dipping form system（1）Connection, the aluminium
Die body system（1）Including board bottom supporting plate（1.1）, board bottom supporting plate（1.1）Underrun board bottom supporting rod（1.2）It is supported on ground
On, board bottom supporting plate（1.1）Side pass through pin（1.4）Part aluminum alloy pattern plate is poured with after（1.3）Connection, in board bottom supporting plate（1.1）
It is connected with template of filling a vacancy close to the side of the beam of the post-cast strip poured（1.8）, template of filling a vacancy（1.8）Lower edge be connected with beam
Side form（1.7）, beam side（1.7）Lower edge is by connecting aluminum corner brace（1.6）With beam bottom supporting plate（1.9）Connection, beam bottom supporting plate（1.9）
Pass through beam bottom supporting rod（1.5）Support on the ground, every side aluminum dipping form system of beam slab end is overhang for pouring post-cast strip both sides
Width be 180~220mm.
2. pour building post-cast strip according to claim 1 pours mould, it is characterised in that：Wooden model system（2）Pass through company
Tie-rod（3）With aluminum dipping form system（1）When connection, bar is linked（3）One end be connected to wooden model system（2）Support branch on the ground
On strut, the other end is connected to aluminum dipping form system（1）Board bottom supporting rod（1.2）Or beam bottom supporting rod（1.5）On.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610722376.2A CN106193588B (en) | 2016-08-25 | 2016-08-25 | A kind of method pouring building post-cast strip and pour mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610722376.2A CN106193588B (en) | 2016-08-25 | 2016-08-25 | A kind of method pouring building post-cast strip and pour mould |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193588A CN106193588A (en) | 2016-12-07 |
| CN106193588B true CN106193588B (en) | 2018-10-30 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201610722376.2A Active CN106193588B (en) | 2016-08-25 | 2016-08-25 | A kind of method pouring building post-cast strip and pour mould |
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Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759966A (en) * | 2016-12-28 | 2017-05-31 | 山东万鑫建设有限公司 | Pouring after settlement shaped steel transition mast temporary support construction method |
| CN109308362B (en) * | 2017-07-28 | 2022-12-13 | 广联达科技股份有限公司 | Method and system for constructing raft plate post-cast strip and computer device |
| CN108532941A (en) * | 2018-03-30 | 2018-09-14 | 武汉冶建筑安装工程有限责任公司 | Top plate alter-pouring strips mould plate support device and method |
| CN111561150A (en) * | 2020-05-25 | 2020-08-21 | 中建七局第一建筑有限公司 | Post-cast strip supporting system |
| CN113931444B (en) * | 2021-11-10 | 2022-09-09 | 中冶建工集团有限公司 | Post-cast edge beam integral type template structure and construction method thereof |
| CN116104291A (en) * | 2022-07-04 | 2023-05-12 | 山东华建铝业集团有限公司 | Aluminum mould matching structure for ground warehouse civil air defense |
Family Cites Families (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20040007165A (en) * | 2002-07-16 | 2004-01-24 | 염조건 | Post Beam & Girder Construction Method for application of traveling(or sliding, moving) form |
| KR20070092460A (en) * | 2006-03-10 | 2007-09-13 | 주식회사 퍼스폼 | System form and construction method using the same |
| CN100469995C (en) * | 2007-10-17 | 2009-03-18 | 山东万鑫建设有限公司 | Construction method for after-pouring band beam-slab template |
| CN203669365U (en) * | 2014-01-21 | 2014-06-25 | 福建江南铝合金模板有限公司 | Aluminum alloy template and wood template connecting piece |
| CN205476458U (en) * | 2016-01-29 | 2016-08-17 | 中国建筑第八工程局有限公司 | Post -cast strip high formwork structure |
| CN205976472U (en) * | 2016-08-25 | 2017-02-22 | 中建四局第一建筑工程有限公司 | Pour mould of building post -cast strip |
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2016
- 2016-08-25 CN CN201610722376.2A patent/CN106193588B/en active Active
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| CN106193588A (en) | 2016-12-07 |
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