CN109403623A - A kind of plate device of floor - Google Patents
A kind of plate device of floor Download PDFInfo
- Publication number
- CN109403623A CN109403623A CN201811408475.9A CN201811408475A CN109403623A CN 109403623 A CN109403623 A CN 109403623A CN 201811408475 A CN201811408475 A CN 201811408475A CN 109403623 A CN109403623 A CN 109403623A
- Authority
- CN
- China
- Prior art keywords
- floor
- girder steel
- plate
- plate device
- support construction
- 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
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 94
- 239000010959 steel Substances 0.000 claims abstract description 94
- 238000010276 construction Methods 0.000 claims abstract description 45
- 238000009415 formwork Methods 0.000 claims abstract description 23
- 230000002265 prevention Effects 0.000 description 6
- 238000007711 solidification Methods 0.000 description 5
- 230000008023 solidification Effects 0.000 description 5
- 230000002421 anti-septic effect Effects 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 230000003321 amplification Effects 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003199 nucleic acid amplification method Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 210000001364 upper extremity Anatomy 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
-
- 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
- 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
- E04G11/50—Girders, beams, or the like as supporting members for forms
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
A kind of plate device the present invention relates to floor includes the support construction between two neighboring girder steel, and the end of the support construction is detachably secured to the corresponding girder steel；And it is set in the support construction, and laterally it is set to the formwork structure between two neighboring girder steel, the end of the formwork structure is resisted against the corresponding girder steel, to which the bottom surface of the floor formed is lower than the top of girder steel, so that the combination thickness of the connecting node of final floor and girder steel is less than the sum of thickness and thickness of girder steel of floor.
Description
Technical field
The present invention relates to the realm of building construction, espespecially a kind of plate device of floor.
Background technique
During the cast-in-situ floor of the realm of building construction construction steel building, generally require slab form and steel
The top surface of beam flushes setting, and by upright supports in slab form bottom and on lower first floor plate, so that pouring
The floor of formation is held on girder steel, and building cover structure height is the sum of height and steel depth of beam of floor, this steel construction
Building is for floor top and the consistent concrete building convering system of concrete back, and building cover structure height is excessive, in structure
There is no advantage on thickness indication.In addition, just can be carried out this layer of floor slab construction after the lower first floor plate solidification such as need, construction efficiency is low
Under.And steel construction floor system of the profiled sheet as permanent template is used to cause cost but since template cannot be reused
It is excessively high.
Summary of the invention
It is an object of the invention to overcome the deficiencies of existing technologies, a kind of plate device of floor is provided, solves existing skill
Need the top surface by slab form and girder steel to flush setting and make to pour the floor built up in art to be held on girder steel, it is troublesome in poeration and
Building cover structure height is excessive, just can be carried out the low problem of construction efficiency after the lower first floor plate solidification such as need.
Realizing the technical solution of above-mentioned purpose is:
The present invention provides a kind of plate device of floor, comprising:
Support construction between two neighboring girder steel, the end of the support construction are detachably secured to corresponding
The girder steel；And
In the support construction, and the formwork structure being laterally set between two neighboring girder steel, the formwork structure
End support schedule the corresponding girder steel.
The plate device of floor of the present invention the utility model has the advantages that
Present invention casting concrete on formwork structure forms floor, since the end of the formwork structure is resisted against correspondence
The web of girder steel, so that the bottom surface of the floor formed is lower than the top of girder steel, so that the combination thickness of final floor and girder steel
Less than the sum of the thickness of floor and thickness of girder steel, to solve the top surface needed in the prior art by slab form and girder steel
It flushes setting and makes to pour the floor built up and be held on girder steel, the excessive problem of building cover structure height.In addition, the end of floor with
Girder steel has biggish contact area that can preferably be engaged, so that it may cancel the shear stud of girder steel top flange, and girder steel upper limb
Originate from and so have fire prevention and antiseptic property, saves fire prevention and anti-corrosion cost.This structure operation is convenient, by by formwork structure and steel
Beam connection improves construction efficiency without just can be carried out construction after waiting lower first floor plate solidification.Relative to setting die mould steel
The superstructure mode of the permanent templates such as plate, saves the expense of permanent template, and cost is relatively low.
The plate device of floor of the present invention further improvement lies in that, the other end of the support construction is removably fixed
There is connector, the connector is detachably secured to the bottom wing listrium of opposite another girder steel.
The plate device of floor of the present invention further improvement lies in that, the connector includes:
Pulling plate, one end are attached at the other end of the support construction and wear fixation by the first bolt, the pulling plate
The other end is attached at the bottom surface of the bottom wing listrium of another girder steel；And
It is fixed on the buckle structure of the pulling plate, the buckle structure is arranged in the phase of the bottom wing listrium of another girder steel
To both ends.
The plate device of floor of the present invention further improvement lies in that, the buckle structure include hang on another steel
The bottom of a pair of of hanging plate of the opposite end of the bottom wing listrium of beam, a pair of hanging plate is mutually sticked, and is set to the pulling plate
Bottom is arranged in the bottom of a pair of hanging plate by adjusting bolt and is resisted against the bottom of the pulling plate, thus described in realizing
Buckle structure is fixedly connected with the bottom wing listrium of another girder steel.
The plate device of floor of the present invention further improvement lies in that, the other end of the support construction is removably fixed
There is connecting plate, the other end of the connecting plate is attached at the web of another girder steel, and wears the company by the second bolt
Fishplate bar and the web are fixed.
The plate device of floor of the present invention further improvement lies in that, the interval of the top side detachable of the formwork structure is solid
Surely there is into groove mould.
The plate device of floor of the present invention further improvement lies in that, the end at groove mould and the corresponding steel
It is stayed between the web of beam and sets spacing.
The plate device of floor of the present invention further improvement lies in that, it is described to pass through the at groove mould and the formwork structure
Two bolts wear fixation.
The plate device of floor of the present invention further improvement lies in that, the section at groove mould be it is trapezoidal.
The plate device of floor of the present invention further improvement lies in that, the support construction be sub-truss or supporting beam.
Detailed description of the invention
Fig. 1 is the main view of the plate device of floor of the present invention.
Fig. 2 is the side view of the plate device of floor of the present invention.
Fig. 3 is that the amplification of the first embodiment of the support construction of the plate device of floor of the present invention and the node of girder steel is shown
It is intended to.
Fig. 4 is that the amplification of second of embodiment of the support construction of the plate device of floor of the present invention and the node of girder steel is shown
It is intended to.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings and specific examples.
Refering to fig. 1, it is shown that the main view of the plate device of floor of the present invention.It is the template of floor of the present invention refering to Fig. 2
The side view of device.Referring to figs. 1 and 2, the plate device of floor of the present invention includes: between two neighboring girder steel 10
Support construction 30, the end of the support construction 30 is detachably secured to the corresponding girder steel 10；And
In the support construction 30, and the formwork structure 20 being laterally set between two neighboring girder steel 10, the mould
The end of hardened structure 20 is resisted against the corresponding girder steel 10.
Casting concrete forms floor 1 on formwork structure 20, since the end of the formwork structure 20 is resisted against correspondence
The web 11 of girder steel 10, so that the bottom surface of the floor 1 formed is lower than the top of girder steel 10, so that the company of final floor and girder steel
The combination thickness for connecing node is less than the sum of thickness and thickness of girder steel of floor, is needed in the prior art to solve by floor
The top surface of template and girder steel, which flushes setting and makes to pour the floor built up, to be held on girder steel, and troublesome in poeration and building cover structure is high to spend
Big problem.In addition, the end of floor has biggish contact area that can preferably be engaged with girder steel 10, so that it may cancel girder steel 10
The shear stud of top flange, and girder steel top flange has fire prevention and antiseptic property naturally, saves fire prevention and anti-corrosion cost.This knot
Structure is easy to operate, by connecting formwork structure 20 and girder steel 10, applies without just can be carried out after equal lower first floor plate solidification
Work improves construction efficiency.
One better embodiment of the plate device as floor of the present invention is filled refering to the template that Fig. 3 is floor of the present invention
The enlarged diagram of the first embodiment of the node of the support construction and girder steel set.As shown in figure 3, the support construction 30
The other end is detachably and fixedly provided with connector 40, and the connector 40 is detachably secured to opposite another girder steel 10
Bottom wing listrium 12, due to formwork structure be not flushed at the top of girder steel, so floor slab bottoms be not be shelved on girder steel, and
Be formwork structure absolute altitude it is adjustable, therefore be conducive to the different standard widths of a room in an old-style house using different slab thicknesses, or facilitate local modulation real
Plate drops in existing floor.
One better embodiment of the plate device as floor of the present invention, the connector 40 include:
Pulling plate 41, one end is attached at the other end of the support construction 30 and wears fixation by the first bolt 42, described
The other end of pulling plate 41 is attached at the bottom surface of the bottom wing listrium 12 of another girder steel 10；And
It is fixed on the buckle structure 43 of the pulling plate 41, the buckle structure 43 is arranged in the bottom wing of another girder steel 10
The opposite end of listrium 12, to pass through opposite the two of the bottom wing listrium 12 that buckle structure 43 is arranged in another girder steel 10
End, can facilitate the bottom wing listrium 12 by support construction 30 and girder steel 10 to be connected and fixed, not need to punch, to girder steel without damage, and
It is easy for installation and removal.By adjusting the position of buckle structure 43, thus the position of conveniently adjusted support construction 30.
One better embodiment of the plate device as floor of the present invention, the buckle structure 43 are another including hanging on
The bottom of a pair of of hanging plate 430 of the opposite end of the bottom wing listrium 12 of the girder steel 10, a pair of hanging plate 430 is mutually sticked,
And it is set to the bottom of the pulling plate 41, the bottom of a pair of hanging plate 430 is arranged in by adjusting bolt 431 and is resisted against described
The bottom of pulling plate 41 passes through to realize that the buckle structure 43 and the bottom wing listrium 12 of another girder steel 10 are fixedly connected
The position for adjusting a pair of of hanging plate 430, thus the position of conveniently adjusted support construction 30.
One better embodiment of the plate device as floor of the present invention is filled refering to the template that Fig. 4 is floor of the present invention
The enlarged diagram of second of the embodiment of node for the support construction and girder steel set.As shown in figure 4, the support construction 30 is another
One end is detachably and fixedly provided with connecting plate 50, and the other end of the connecting plate 50 is attached at the web 11 of another girder steel 10,
And the connecting plate 50 is worn and the web 11 is fixed by the second bolt 51.Using connecting plate 50 by support construction 30
The other end be fixedly connected with the web 11 of girder steel 10, save material, be easy for installation and removal and adjust.
One better embodiment of the plate device as floor of the present invention, the top side detachable of the formwork structure 20
It is fixed at intervals with into groove mould 21.By being arranged to groove mould 21 at the top of formwork structure 20, certain space is occupied, from
And after form removal structure 20, the floor of formation is equipped with the groove corresponded into groove mould 21, so as to reduce floor
Weight, reduce concrete amount, environment protecting is good, replaces the profiled sheet of the prior art, and cost is saved.And floor empty slot
In fluorescent tube can be installed, save space.In addition, the groove at girder steel can not penetrate through relative to profiled sheet, sound is avoided
The problems such as bridge.
One better embodiment of the plate device as floor of the present invention, the end at groove mould 21 and corresponding
It is stayed between the web 11 of the girder steel 10 and sets spacing.Floor hogging moment area near girder steel, floor bottom compression-side do not place ladder
Shape mold, so that the floor formed has better effect of resist compression.
One better embodiment of the plate device as floor of the present invention, it is described at groove mould 21 and the formwork structure
20 wear fixation by the second bolt 23, are easy for installation and removal.
One better embodiment of the plate device as floor of the present invention, the section at groove mould 21 are trapezoidal.
It is not limited thereto at the shape and size of groove mould 21.
One better embodiment of the plate device as floor of the present invention, the support construction 30 are sub-truss or branch
Support beam.Depending on actual implementation.
The plate device of floor of the present invention has the beneficial effect that
By being arranged to groove mould, the weight for pouring the floor to be formed is reduced, reduces concrete amount, environment protecting
Good, cost is saved, and can install fluorescent tube in the floor groove formed at groove mould, can save space.
Relative to profiled sheet, the problems such as groove of the present apparatus at girder steel can not penetrate through, avoid sound bridge；In addition at
It is stayed between the end of groove mould and the web of the corresponding girder steel and sets spacing, i.e., the floor hogging moment area near girder steel, plate
Bottom compression-side is not positioned to groove mould, and floor has better effect of resist compression.
Can freely it be arranged at the position of groove mould.It may be disposed to two-way slab may be implemented rather than such as die mould steel at groove mould
Plate is the same can only to be designed to one-way slabs.By at groove mould and floor construction instead of permanent formworks such as profiled sheets, substantially
Floor cost is reduced, and improves the flatness of floor slab bottoms, it is easier to be fitted up.
By the way that slab form to be resisted against to the web of girder steel, it is arranged under girder steel so that pouring the soffit to be formed,
To increase steel beam bottom headroom.And to have between concrete floor and girder steel it is better be engaged, can cancel on girder steel
Edge of a wing shear stud, and girder steel top flange has fire prevention and antiseptic property naturally, saves fire prevention and anti-corrosion cost.
By the way that slab form to be resisted against to the web of girder steel, so that the floor slab bottoms formed are shelved on girder steel,
But the absolute altitude of adjusting floor can be realized by adjusting the height of slab form, therefore be conducive to the different standard widths of a room in an old-style house using different floors
Thickness facilitates and realizes floor drop plate.
Be held on the support construction of girder steel due to using floor construction be supported so that the construction of floor without etc.
Lower first floor plate solidification, speed of application are fast.
The present invention has been described in detail with reference to the accompanying drawings, those skilled in the art can be according to upper
It states and bright many variations example is made to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention, this
Invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (10)
1. a kind of plate device of floor characterized by comprising
Support construction between two neighboring girder steel, the end of the support construction are detachably secured to corresponding described
Girder steel；And
In the support construction, and the formwork structure being laterally set between two neighboring girder steel, the end of the formwork structure
Portion, which supports, schedules the corresponding girder steel.
2. the plate device of floor as described in claim 1, which is characterized in that the other end of the support construction is dismountable
It is fixed with connector, the connector is detachably secured to the bottom wing listrium of opposite another girder steel.
3. the plate device of floor as claimed in claim 2, which is characterized in that the connector includes:
Pulling plate, one end are attached at the other end of the support construction and wear fixation by the first bolt, the pulling plate it is another
End is attached at the bottom surface of the bottom wing listrium of another girder steel；And
It is fixed on the buckle structure of the pulling plate, the buckle structure is arranged in opposite the two of the bottom wing listrium of another girder steel
End.
4. the plate device of floor as claimed in claim 3, which is characterized in that the buckle structure includes hanging on another institute
A pair of of hanging plate of the opposite end of the bottom wing listrium of girder steel is stated, the bottom of a pair of hanging plate is mutually sticked, and is set to the drawing
The bottom of plate is arranged in the bottom of a pair of hanging plate by adjusting bolt and is resisted against the bottom of the pulling plate, to realize
The buckle structure is fixedly connected with the bottom wing listrium of another girder steel.
5. the plate device of floor as described in claim 1, which is characterized in that the other end of the support construction is dismountable
It is fixed with connecting plate, the other end of the connecting plate is attached at the web of another girder steel, and wears institute by the second bolt
It states connecting plate and the web is fixed.
6. the plate device of floor as described in claim 1, which is characterized in that between the top side detachable of the formwork structure
Every being fixed with into groove mould.
7. the plate device of floor as claimed in claim 6, which is characterized in that the end at groove mould and corresponding institute
It states to stay between the web of girder steel and sets spacing.
8. the plate device of floor as claimed in claim 6, which is characterized in that described logical at groove mould and the formwork structure
It crosses the second bolt and wears fixation.
9. the plate device of floor as claimed in claim 6, which is characterized in that the section at groove mould is trapezoidal.
10. the plate device of floor as described in claim 1, which is characterized in that the support construction is sub-truss or branch
Support beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811408475.9A CN109403623B (en) | 2018-11-23 | 2018-11-23 | Template device of floor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811408475.9A CN109403623B (en) | 2018-11-23 | 2018-11-23 | Template device of floor |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109403623A true CN109403623A (en) | 2019-03-01 |
| CN109403623B CN109403623B (en) | 2024-04-02 |
Family
ID=65455327
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811408475.9A Active CN109403623B (en) | 2018-11-23 | 2018-11-23 | Template device of floor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109403623B (en) |
Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2394145Y (en) * | 1999-06-22 | 2000-08-30 | 黄元真 | Fireproof valve and vent valve with self flanges |
| US6273393B1 (en) * | 1998-12-31 | 2001-08-14 | Mccoy David J. | Concrete form support bracket and assembly |
| JP2003041505A (en) * | 2001-07-30 | 2003-02-13 | East Japan Railway Co | Method for fitting rack to shape-steel construction girder |
| CN2617859Y (en) * | 2003-05-14 | 2004-05-26 | 上海市第七建筑有限公司 | Truss supporting template systems |
| KR20090048817A (en) * | 2007-11-12 | 2009-05-15 | 김윤수 | Composite girder form-system with cross support beam and composite girder construction method using the same |
| CN201539098U (en) * | 2009-10-23 | 2010-08-04 | 清华大学 | Detachable convenient support device of steel structure building template |
| CN101852013A (en) * | 2010-05-19 | 2010-10-06 | 山东德建集团有限公司 | Truss end connecting device and use method |
| CN201809973U (en) * | 2010-09-29 | 2011-04-27 | 中冶建筑研究总院有限公司 | Detachable template support system for floor plate |
| CN203569759U (en) * | 2013-11-05 | 2014-04-30 | 南京工业大学 | Steel box hidden beam composite floor system |
| CN204040464U (en) * | 2014-08-29 | 2014-12-24 | 杭州童根树建筑结构设计事务所有限公司 | A kind of slab form supporting construction |
| CN204662937U (en) * | 2015-04-21 | 2015-09-23 | 中建六局建设发展有限公司 | A kind of fixture being fixed on steel structure girder |
| CN205531315U (en) * | 2016-01-21 | 2016-08-31 | 中建钢构有限公司 | Can dismantle steel bar truss building carrier plate support system |
| CN106320699A (en) * | 2016-08-22 | 2017-01-11 | 浙江中南建设集团有限公司设计分公司 | Quick disassembling and assembling method for truss type formwork bracket system |
| CN205976512U (en) * | 2016-08-11 | 2017-02-22 | 中国建筑第八工程局有限公司 | A reinforcing bar pinion rack device that is used for case back board to be under construction |
| CN207776439U (en) * | 2018-01-23 | 2018-08-28 | 佛山市福而达金属制品有限公司 | Punching block board fastener |
| CN209369331U (en) * | 2018-11-23 | 2019-09-10 | 上海泰大建筑科技有限公司 | A kind of plate device of floor |
-
2018
- 2018-11-23 CN CN201811408475.9A patent/CN109403623B/en active Active
Patent Citations (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US6273393B1 (en) * | 1998-12-31 | 2001-08-14 | Mccoy David J. | Concrete form support bracket and assembly |
| CN2394145Y (en) * | 1999-06-22 | 2000-08-30 | 黄元真 | Fireproof valve and vent valve with self flanges |
| JP2003041505A (en) * | 2001-07-30 | 2003-02-13 | East Japan Railway Co | Method for fitting rack to shape-steel construction girder |
| CN2617859Y (en) * | 2003-05-14 | 2004-05-26 | 上海市第七建筑有限公司 | Truss supporting template systems |
| KR20090048817A (en) * | 2007-11-12 | 2009-05-15 | 김윤수 | Composite girder form-system with cross support beam and composite girder construction method using the same |
| CN201539098U (en) * | 2009-10-23 | 2010-08-04 | 清华大学 | Detachable convenient support device of steel structure building template |
| CN101852013A (en) * | 2010-05-19 | 2010-10-06 | 山东德建集团有限公司 | Truss end connecting device and use method |
| CN201809973U (en) * | 2010-09-29 | 2011-04-27 | 中冶建筑研究总院有限公司 | Detachable template support system for floor plate |
| CN203569759U (en) * | 2013-11-05 | 2014-04-30 | 南京工业大学 | Steel box hidden beam composite floor system |
| CN204040464U (en) * | 2014-08-29 | 2014-12-24 | 杭州童根树建筑结构设计事务所有限公司 | A kind of slab form supporting construction |
| CN204662937U (en) * | 2015-04-21 | 2015-09-23 | 中建六局建设发展有限公司 | A kind of fixture being fixed on steel structure girder |
| CN205531315U (en) * | 2016-01-21 | 2016-08-31 | 中建钢构有限公司 | Can dismantle steel bar truss building carrier plate support system |
| CN205976512U (en) * | 2016-08-11 | 2017-02-22 | 中国建筑第八工程局有限公司 | A reinforcing bar pinion rack device that is used for case back board to be under construction |
| CN106320699A (en) * | 2016-08-22 | 2017-01-11 | 浙江中南建设集团有限公司设计分公司 | Quick disassembling and assembling method for truss type formwork bracket system |
| CN207776439U (en) * | 2018-01-23 | 2018-08-28 | 佛山市福而达金属制品有限公司 | Punching block board fastener |
| CN209369331U (en) * | 2018-11-23 | 2019-09-10 | 上海泰大建筑科技有限公司 | A kind of plate device of floor |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109403623B (en) | 2024-04-02 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9708812B2 (en) | Pour stop anchor apparatus and system | |
| WO2013185277A1 (en) | Constructing method for concrete cylinder of construction steel bar of high-rise steel structure | |
| CN108330980A (en) | The hidden rail sliding-mode structure of large area slope concrete and construction method | |
| CN109594663B (en) | Reinforced concrete induction belt structure for post-pouring belt position and construction method thereof | |
| CN209369331U (en) | A kind of plate device of floor | |
| CN209368677U (en) | A kind of Cast-in-situ Beam transverse prestress tension slot groove punching block | |
| CN105952154B (en) | A kind of concrete-pouring template stent | |
| CN202882446U (en) | Horse stool suspended by steel bars | |
| CN207048309U (en) | A kind of top plate Quick Release support system | |
| CN109403623A (en) | A kind of plate device of floor | |
| CN104929360A (en) | Template system and cast-in-situ concrete floor | |
| CN204804129U (en) | Prefabricated concrete floor entirely for building | |
| CN203603461U (en) | Floor aluminum shuttering splicing formwork structure system | |
| CN215671013U (en) | Go out roofing concrete structure monolithic pouring construction system | |
| CN205742662U (en) | Node installed by a kind of connector and Side fascia | |
| CN211007632U (en) | Double-sided large template structure for settlement joint of frame shear wall structure | |
| CN210562298U (en) | Movable side wall large template device for high axillary angle of subway station | |
| CN203684687U (en) | Walling device | |
| CN103628673B (en) | A kind of floor aluminum alloy pattern plate splicing formwork erecting structure system | |
| CN216042614U (en) | Descending plate and hanging die construction device | |
| CN218990929U (en) | Hanging die supporting device | |
| US3582035A (en) | Concrete pan forming system | |
| CN212478225U (en) | Connecting assembly of external wall panel and connecting structure of external wall panel comprising same | |
| CN218028972U (en) | Assembled building coincide floor post-cast strip hangs mould system | |
| CN215364389U (en) | Overhanging type steel overlength wall-attached device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |