CN107460985A - A kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal - Google Patents
A kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal Download PDFInfo
- Publication number
- CN107460985A CN107460985A CN201710788686.9A CN201710788686A CN107460985A CN 107460985 A CN107460985 A CN 107460985A CN 201710788686 A CN201710788686 A CN 201710788686A CN 107460985 A CN107460985 A CN 107460985A
- Authority
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- China
- Prior art keywords
- concrete
- bed die
- girt strip
- straw
- vibrator
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
- 239000010902 straw Substances 0.000 title claims abstract description 36
- 238000010276 construction Methods 0.000 title claims abstract description 29
- 238000005516 engineering process Methods 0.000 title claims abstract description 18
- 238000009415 formwork Methods 0.000 claims abstract description 35
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 13
- 238000005266 casting Methods 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 13
- 239000010959 steel Substances 0.000 claims description 13
- 230000002787 reinforcement Effects 0.000 claims description 12
- 239000006260 foam Substances 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 8
- 239000003292 glue Substances 0.000 claims description 7
- 210000003205 muscle Anatomy 0.000 claims description 6
- 238000013461 design Methods 0.000 claims description 4
- 240000008042 Zea mays Species 0.000 claims description 3
- 235000002017 Zea mays subsp mays Nutrition 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 235000005824 Zea mays ssp. parviglumis Nutrition 0.000 claims description 2
- 235000005822 corn Nutrition 0.000 claims description 2
- 238000012423 maintenance Methods 0.000 claims description 2
- 238000010408 sweeping Methods 0.000 claims description 2
- 230000006378 damage Effects 0.000 abstract description 2
- 239000007787 solid Substances 0.000 abstract description 2
- 238000009413 insulation Methods 0.000 description 5
- 238000011065 in-situ storage Methods 0.000 description 4
- 239000002689 soil Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 238000007789 sealing Methods 0.000 description 3
- 240000002853 Nelumbo nucifera Species 0.000 description 2
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 2
- 235000006510 Nelumbo pentapetala Nutrition 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 235000012773 waffles Nutrition 0.000 description 2
- 241001417495 Serranidae Species 0.000 description 1
- 235000016383 Zea mays subsp huehuetenangensis Nutrition 0.000 description 1
- 239000002390 adhesive tape Substances 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000011464 hollow brick Substances 0.000 description 1
- 235000009973 maize Nutrition 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000010412 perfusion Effects 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000011160 research Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000013585 weight reducing agent Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
Abstract
The present invention proposes that a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal, combine by prefabricated stalk lightweight aggregate concrete plate and girt strip bed die and to form floor bottom mould, bearing after casting concrete as straw concrete non-dismantling formwork, make straw concrete non-dismantling formwork solid and reliable；It is connected by vertical supporting bar spring pad with girt strip bed die, vibrator is fixed on vertical supporting bar, by controlling vibrator to open and close, the vibrations of vibrator pass to girt strip bed die by vertical supporting bar, girt strip bed die passes to straw concrete non-dismantling formwork, overall floor is realized uniformly effectively to vibrate, vibrate more closely knit, personnel trample to reinforcing bar on plate when avoiding impact load to destruction and construction caused by straw concrete non-dismantling formwork, job site is safer, improves the pouring quality of concrete.
Description
Technical field
The invention belongs to architectural engineering construction technique field, specifically a kind of straw concrete exempts from the close rib laminated floor slab of form removal
Construction technology.
Background technology
Current domestic rib floor has a certain degree of application, is characterized in that bottom template need to be installed, is put using filling block
Cavity is formed in concrete structure to reduce deadweight.The research application starting of external rib floor is more early, using light material
The rib floor that filling block is formed, has been widely used in American-European countries.Britain is from the 1970s, in large space
With in-situ ribbed slab is used in the public building compared with large span.Filling block is built including air entrained concrete used by such floor
The materials such as block, sintered clay hollow brick, polystyrene foam block.This rib floor is with prefabricated ribbed component and filling block
Bed die is formed, rib floor is formed after the casting concrete of top.Common in-situ ribbed slab template amount is big, formwork and form removal technique
The shortcomings of complexity, template cost height, long construction period, insulation and defening effect difference.On the other hand, rural areas in our country has largely
Straw refuse, generally produce a large amount of smog in outdoor field burning, burning and cause environmental pollution, be the weight that haze is formed
Want factor.The regenerated resources that stalk raw material category can be recycled, its cost of manufacture is cheap, freight is low；Wall construction letter
It is single, save building cost.
The content of the invention
A kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal, is based primarily upon a large amount of straw of current agriculture waste
Stalk resource, using the stalk lightweight aggregate concrete prefabricated board such as corn as bed die, overlapping layers assembling reinforcement and pour straw light bone
Expect concrete or normal concrete, form in-situ ribbed slab.After stalk lightweight aggregate concrete prefabricated board supporting removal, construction
Stage turns into a part for in-situ ribbed slab as the stalk lightweight aggregate concrete prefabricated board of bed die, and maize straw lightweight aggregate mixes
Coagulate native prefabricated board and be permanently embedded in flat board and in length and breadth between rib, play a part of insulation, heat-insulated, sound insulation.The present invention solves
Technical scheme used by its technical problem, it is divided into following steps progress：
1. install girt strip bed die.Before bed die installs, levelling unwrapping wire is needed；Bed die uses symmetrical L-shaped light gauge cold-formed steel shape system
Make, design requirement arch camber is pressed at middle part；Bed die bottom is fixed using vertical supporting bar, and spring is provided with the bayonet socket of vertical supporting bar top
Pad, spring pad top use bolt link with bed die, and vertical supporting bar bottom is connected with base or bar of sweeping the floor；In girt strip bed die
With stalk lightweight aggregate concrete prefabricated board lap-joint, the thick foam glue strips of 3~5mm are posted in advance, to prevent being leaked during concreting
Slurry.
2. straw concrete non-dismantling formwork is installed.After girt strip bed die installs completion and reinforced, straw are installed using crane successively
For stalk lightweight aggregate concrete prefabricated board as straw concrete non-dismantling formwork, non-dismantling formwork both ends should be noted that the foam with posting in advance
The closely knit bonding of adhesive tape；Non-dismantling formwork links it is ensured that closely knit between each other.
3. girt strip steel reinforcement cage is installed.Finished product girt strip steel reinforcement cage can use crane lifting in place, rear and non-dismantling formwork steel in place
The upper and lower layer reserved outlet colligation of muscle links, is fixed.
4. colligation superimposed sheet reinforcing bar.The double two-way steel of colligation superimposed sheet on the platform that non-dismantling formwork and girt strip bed die are formed
Muscle；Hydroelectric line and other reserving hole channels are installed simultaneously.
5. fix vibrator.By design requirement, vibrator is fixed on vertical supporting bar, according to the slump of pump concrete
Degree, typically under every girt strip bed die, select to fix a vibrator on the vertical supporting bar of centre and can meet to require；Together
When vibrator wire is smoothed out with the fingers along in wire casing along bed die.Vibrator switch can use button manual, can also use wireless remote
Control is controlled.
6. casting concrete.Poured from big fluidised form pump concrete, it should be noted that equal control material distributing machine, adopt simultaneously
The vibrator for opening and closing relevant position successively with button or remote control mode vibrates, and makes concrete uniformly closely knit；
7. concrete curing.After the completion of concreting, conserved.After the completion of maintenance, girt strip bed die can be removed, supplied
Next construction section is continuing with.
The step 2 straw concrete non-dismantling formwork, plate termination both sides are equipped with non-dismantling formwork preformed groove, and the preformed groove is empty
Gap and girt strip bed die composition cast-in-place concrete girt strip bottom template, the branch after casting concrete as straw concrete non-dismantling formwork
Seat.
The invention has the advantages that combine to form floor bottom by prefabricated stalk lightweight aggregate concrete plate and girt strip bed die
Mould, the bearing after casting concrete as straw concrete non-dismantling formwork, makes straw concrete non-dismantling formwork solid and reliable；Girt strip
Bed die uses the closely knit bonding of foam glue strip, spillage when avoiding vibrated concrete；Pass through vertical supporting bar spring pad and girt strip bed die
It is connected, fixes vibrator on vertical supporting bar, by controlling vibrator to open and close, the vibrations of vibrator are by vertically propping up
Strut passes to girt strip bed die, and girt strip bed die passes to straw concrete non-dismantling formwork, realizes overall floor and uniformly effectively shakes
It is dynamic, vibrate more closely knit；The form of construction work manually vibrated on floor top without worker, impact load is avoided to stalk coagulation
Personnel trample to reinforcing bar on plate during destruction and construction caused by native non-dismantling formwork, and job site is safer；Improve mixed
Coagulate the pouring quality of soil.
Upper reinforcement installation after-pouring concrete forms close rib laminated floor slab, is in tensile region equivalent to major part is eliminated
Normal concrete, institute's remaining part bears vertical load point with tee girder mechanism, and stress is more reasonable, significantly alleviates floor deadweight, section
The materials such as template, reinforcing bar and concrete are saved.Through measuring and calculating, for the cast-in-place concrete flat board generally used, straw light
Aggregate concrete exempts from the close rib laminated floor slab of form removal and conducts oneself with dignity reduction amplitude up to more than 30%.For concrete frame structure building,
Floor deadweight accounts for building from focusing on 30%~40% or so, so floor weight reduction, can make to support and transmitting floor lotus
Beam, post and the basic section of load reduce, and deadweight reduces, and then reduces the deadweight of whole solitary building, realizes the light of building
Type.Building deadweight reduction can make structure vertical load reduce, then under vertical uniform load q each structural elements of building lotus
Effect is carried to reduce.Stalk light aggregate concrete exempt from the close rib laminated floor slab of form removal not only conduct oneself with dignity it is small, and with save mould material, be not required to
Form removal, save the amount of labour, short construction period, there is insulation and sound insulation function.Its material price is cheap simultaneously, work of constructing
Skill is simple.Easily construction technology is torn open with concrete slab combination peace using rib template, model sheetinstallat is removed convenient.
Brief description of the drawings
Fig. 1 is that a kind of straw concrete exempts from the close rib laminated floor slab construction technology profile of form removal；Fig. 2 is a kind of stalk coagulation
Soil exempts from the close rib laminated floor slab construction technology constitutional diagram of form removal
1. girt strip concrete, 2. girt strip bed dies, 3. vertical supporting bars, 4. girt strip longitudinal stress muscle, 5. rib beam hoop reinforcements, 6. is folded
Bars In Poured Concrete Slab lower floor reinforcing bar is closed, 7. overlapping Bars In Poured Concrete Slab top barses, 8. non-dismantling formwork lower floor reinforcing bar reserved outlets, 9., which overlap Bars In Poured Concrete Slabs, mixes
Solidifying soil, 10. non-dismantling formworks, 11. non-dismantling formwork preformed grooves, 12. sealing foam glue strips, 13. small-sized vibrators.
Embodiment
Embodiment 1
First, girt strip bed die 2 side wall punching, is carried out using bolt in advance using a pair of symmetrical L-type light-gauge steel sections
Link firm, and in girt strip bed die 2 and stalk lightweight aggregate concrete plate lap-joint, post 3~5mm on girt strip bed die 2 in advance
Thick sealing foam glue strip 12, to prevent spillage during casting concrete.When installing girt strip bed die 2, bottom vertical supporting bar 3 passes through bullet
Spring pad links with girt strip bed die 2 should be close firm；After girt strip bed die installs completion and reinforced, laying is installed successively using crane and exempted from
Form removal 10, the inner side of non-dismantling formwork preformed groove 11 at the both ends of non-dismantling formwork 10 should be closely knit with the sealing foam glue strip 12 that posts in advance
Bond, then install girt strip steel reinforcement cage, girt strip steel reinforcement cage is made up of girt strip longitudinal stress muscle 4 with rib beam hoop reinforcement 5；Girt strip steel reinforcement cage
It is in place and after the completion of linking with the grade joint of non-dismantling formwork lower floor reinforcing bar reserved outlet 8, colligation overlapping Bars In Poured Concrete Slab reinforcing bar, that is, overlap cast-in-place
Plate lower floor reinforcing bar 6 and overlapping Bars In Poured Concrete Slab top bars 7.
Embodiment 2
While reinforcing bar colligation, small-sized vibrator 13 should be fixed on platform lower vertical supporting bar 3；Treat that reinforced bar engineering is complete
Cheng Hou, while pour waffle beam concrete 1 and overlap cast-in-place board concrete 9, it is vertical bottom should to be opened successively during concreting
Small-sized vibrator 13 on support bar 3 is vibrated so that waffle beam concrete 1 is smooth, close with overlapping cast-in-place board concrete 9
It is real.
Embodiment 3
Small-sized vibrator 13 is opened with the time carry out vibrating for pump concrete in a certain order.Girt strip bed die 2 and exempt to tear open
After the completion of template 10 installs, using material distributing machine from remote and near, the direction that is determined by arrangement and method for construction successively, uniformly pours big fluidised form and mixed
Solidifying soil, concrete control speed of perfusion and quantity by special messenger.While concreting, by manual pushbutton or remote control
Small-sized vibrator 13 fixed on concrete lower part vertical supporting bar 3 is opened, the opening time is big according to the small-sized power of vibrator 13
The specific field condition determination such as small, concrete the slump, bar spacing, about 1~3 minute.After concrete it is smooth it is closely knit after,
The small-sized vibrator 13 is closed, successively casting concrete backward, open small-sized vibrator 13., should when opening small-sized vibrator 13
Phenomena such as positions such as bottom vertical supporting bar 3, girt strip bed die 2, non-dismantling formwork 10 are with the presence or absence of deformation, displacement is paid attention to, if deposited
Small-sized vibrator 13 should be being closed in time, after carrying out effective consolidation process, can be reopened small-sized vibrator 13, be applied
Work.
Claims (9)
1. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal, prefabricated using the stalk lightweight aggregate concrete such as corn
Plate overlapping layers assembling reinforcement and pours stalk lightweight aggregate concrete or normal concrete as bed die, forms cast-in-place Mi Leilou
Plate, it is mainly characterized by the work progress and is divided into install girt strip bed die, installation straw concrete non-dismantling formwork, installation girt strip steel
Muscle cage, colligation superimposed sheet reinforcing bar, vibrator is fixed, pours big fluidised form pump concrete, is walked using vibrator vibrated concrete etc.
Suddenly.
2. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal according to claim 1, it is characterised in that tool
Body construction step is as follows：
A levelling unwrapping wire, installs girt strip bed die；B installs straw concrete non-dismantling formwork；C installs girt strip steel reinforcement cage；D colligations overlap
Slab muscle；E fixes small-sized vibrator；F pours big fluidised form pump concrete；G opens small-sized vibrator vibrated concrete；H is conserved
Concrete, after the completion of concreting, conserved, after the completion of maintenance, girt strip bed die can be removed, continued for next construction section
Use.
3. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal according to claim 2, it is characterised in that institute
State bed die to make using symmetrical L-shaped light gauge cold-formed steel shape, design requirement arch camber is pressed at middle part, and bed die bottom uses vertical supporting bar
It is fixed, spring pad is provided with the bayonet socket of vertical supporting bar top, spring pad top uses bolt link, vertical supporting bar bottom with bed die
Portion is connected with base or bar of sweeping the floor, in girt strip bed die and stalk lightweight aggregate concrete prefabricated board lap-joint, post 3 in advance~
Foam glue strip thick 5mm, to prevent spillage during concreting.
4. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal according to claim 2, it is characterised in that institute
State girt strip bed die and install and complete and after reinforcing, stalk lightweight aggregate concrete prefabricated board is installed successively using crane as stalk coagulation
Native non-dismantling formwork, non-dismantling formwork both ends should be noted that the closely knit bonding of foam glue strip with posting in advance, and non-dismantling formwork connects between each other
Knot is it is ensured that closely knit.
5. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal according to claim 2, it is characterised in that institute
Stating finished product girt strip steel reinforcement cage can use crane lifting in place, layer reserved outlet colligation link upper and lower with non-dismantling formwork reinforcing bar after in place,
It is fixed.
6. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal according to claim 2, it is characterised in that institute
State the double two-way concrete slab of colligation superimposed sheet on the platform formed in non-dismantling formwork and girt strip bed die, at the same install hydroelectric line and its
His reserving hole channel.
7. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal according to claim 2, it is characterised in that presses
Design requirement, vibrator is fixed on vertical supporting bar, according to the slump of pump concrete, typically in every girt strip bed die
Under, select to fix a vibrator on the vertical supporting bar of centre and can meet to require, while by vibrator wire along bed die
Smooth out with the fingers along in wire casing, vibrator switch can be manual, can also wireless remote control.
8. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal according to claim 2, it is characterised in that institute
When stating casting concrete, equal control material distributing machine, while relevant position is opened and closed using button or remote control mode successively
Vibrator vibrate, concrete is uniformly closely knit.
9. a kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal according to claim 2, it is characterised in that institute
Straw concrete non-dismantling formwork is stated, plate termination both sides are equipped with non-dismantling formwork preformed groove, the preformed groove space and girt strip bed die group
Into cast-in-place concrete girt strip bottom template, the bearing after casting concrete as straw concrete non-dismantling formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710788686.9A CN107460985A (en) | 2017-08-23 | 2017-08-23 | A kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710788686.9A CN107460985A (en) | 2017-08-23 | 2017-08-23 | A kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107460985A true CN107460985A (en) | 2017-12-12 |
Family
ID=60551789
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710788686.9A Pending CN107460985A (en) | 2017-08-23 | 2017-08-23 | A kind of straw concrete exempts from the close rib laminated floor slab construction technology of form removal |
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| Country | Link |
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| CN (1) | CN107460985A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736573A (en) * | 2018-12-14 | 2019-05-10 | 东南大学 | A kind of built-in tamping equipment based on sleeve post grouting construction |
| CN110259125A (en) * | 2019-06-12 | 2019-09-20 | 广东景园设计工程有限公司 | A kind of construction technology of three-span continuous beam |
| CN110700468A (en) * | 2019-10-24 | 2020-01-17 | 杭州昂创科技有限公司 | Construction method of prefabricated assembled box type disassembly-free multi-ribbed composite floor slab |
| CN111719754A (en) * | 2020-06-06 | 2020-09-29 | 华北水利水电大学 | Concrete precast floor splicing and connecting structure with reinforcing piece |
| CN114856066A (en) * | 2022-06-17 | 2022-08-05 | 中南建筑设计院股份有限公司 | Concrete beam plate structure free of support and free of form removal |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE968628C (en) * | 1954-02-10 | 1958-03-13 | Heinrich Hebgen | Lost formwork for reinforced concrete ribbed ceilings |
| CN2841800Y (en) * | 2005-08-31 | 2006-11-29 | 刘光荣 | Lightweight is exempted from the close rib template of detachment bed die |
| CN102251673A (en) * | 2010-06-13 | 2011-11-23 | 吴方伯 | Construction method for reinforced concrete hollow floor |
| CN202439088U (en) * | 2012-02-28 | 2012-09-19 | 中铁一局集团有限公司 | Vibrating platform for producing double-block type sleeper |
| CN106609571A (en) * | 2016-09-30 | 2017-05-03 | 长沙远大住宅工业集团股份有限公司 | Overlaid assembly-type concrete dense-rib floor structure system and construction method for same |
| CN106703272A (en) * | 2017-02-03 | 2017-05-24 | 湖南诚友绿色建材科技有限公司 | Unidirectional dense-rib sandwich-type board of prestressed light-aggregate-concrete for making overlapped dense-rib floor slabs |
| CN206279680U (en) * | 2016-11-03 | 2017-06-27 | 陕西建研结构工程股份有限公司 | A kind of Lightweight core mould concrete folding rib floor based on non-dismantling formwork |
-
2017
- 2017-08-23 CN CN201710788686.9A patent/CN107460985A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE968628C (en) * | 1954-02-10 | 1958-03-13 | Heinrich Hebgen | Lost formwork for reinforced concrete ribbed ceilings |
| CN2841800Y (en) * | 2005-08-31 | 2006-11-29 | 刘光荣 | Lightweight is exempted from the close rib template of detachment bed die |
| CN102251673A (en) * | 2010-06-13 | 2011-11-23 | 吴方伯 | Construction method for reinforced concrete hollow floor |
| CN202439088U (en) * | 2012-02-28 | 2012-09-19 | 中铁一局集团有限公司 | Vibrating platform for producing double-block type sleeper |
| CN106609571A (en) * | 2016-09-30 | 2017-05-03 | 长沙远大住宅工业集团股份有限公司 | Overlaid assembly-type concrete dense-rib floor structure system and construction method for same |
| CN206279680U (en) * | 2016-11-03 | 2017-06-27 | 陕西建研结构工程股份有限公司 | A kind of Lightweight core mould concrete folding rib floor based on non-dismantling formwork |
| CN106703272A (en) * | 2017-02-03 | 2017-05-24 | 湖南诚友绿色建材科技有限公司 | Unidirectional dense-rib sandwich-type board of prestressed light-aggregate-concrete for making overlapped dense-rib floor slabs |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109736573A (en) * | 2018-12-14 | 2019-05-10 | 东南大学 | A kind of built-in tamping equipment based on sleeve post grouting construction |
| CN110259125A (en) * | 2019-06-12 | 2019-09-20 | 广东景园设计工程有限公司 | A kind of construction technology of three-span continuous beam |
| CN110700468A (en) * | 2019-10-24 | 2020-01-17 | 杭州昂创科技有限公司 | Construction method of prefabricated assembled box type disassembly-free multi-ribbed composite floor slab |
| CN111719754A (en) * | 2020-06-06 | 2020-09-29 | 华北水利水电大学 | Concrete precast floor splicing and connecting structure with reinforcing piece |
| CN111719754B (en) * | 2020-06-06 | 2021-06-11 | 华北水利水电大学 | Concrete precast floor splicing and connecting structure with reinforcing piece |
| CN114856066A (en) * | 2022-06-17 | 2022-08-05 | 中南建筑设计院股份有限公司 | Concrete beam plate structure free of support and free of form removal |
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