CN109577557A - The bar frame of concrete slab - Google Patents
The bar frame of concrete slab Download PDFInfo
- Publication number
- CN109577557A CN109577557A CN201811517642.3A CN201811517642A CN109577557A CN 109577557 A CN109577557 A CN 109577557A CN 201811517642 A CN201811517642 A CN 201811517642A CN 109577557 A CN109577557 A CN 109577557A
- Authority
- CN
- China
- Prior art keywords
- fashioned iron
- concrete slab
- bar frame
- locking
- locking assembly
- 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
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 184
- 229910052742 iron Inorganic materials 0.000 claims abstract description 92
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 44
- 239000010959 steel Substances 0.000 claims abstract description 44
- 230000000712 assembly Effects 0.000 claims abstract description 7
- 238000000429 assembly Methods 0.000 claims abstract description 7
- 238000010079 rubber tapping Methods 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims description 2
- 239000004744 fabric Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 11
- 238000010586 diagram Methods 0.000 description 6
- 238000009415 formwork Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 244000241796 Christia obcordata Species 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 2
- 229910045601 alloy Inorganic materials 0.000 description 2
- 239000000956 alloy Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 239000003795 chemical substances by application Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000009738 saturating Methods 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0627—Three-dimensional reinforcements composed of a prefabricated reinforcing mat combined with reinforcing elements protruding out of the plane of the mat
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention relates to a kind of bar frames of concrete slab.The bar frame of concrete slab includes multiple fashioned iron, multiple locking assemblies and steel mesh, and the opposite end of each fashioned iron is fixedly connected in structural beams, and multiple fashioned iron are laid along the longitudinally interval of structural beams, and steel mesh is layed on multiple fashioned iron；Each locking assembly one end is connected to fashioned iron, and the other end is pierced by downwards concrete slab, for the end template that is locked.The bar frame of above-mentioned concrete slab, end template is locked in the fashioned iron of bar frame using the locking assembly of bar frame, it does not need to need that full hall steel pipe scaffold or other support frames is arranged in the lower section of end template as in the state of the art, when demoulding, the locking of locking assembly and end template need to be only released, end template can fall off naturally, greatly reduce die-filling and demoulding workload, construction period is shortened, construction cost is advantageously reduced.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of bar frame of concrete slab.
Background technique
Bed die is one kind of form work engineering.Cheng Qian is crossed in concrete engineering construction, it is necessary to carry out installing mould to construction object
Plate, for the structure being horizontally oriented, such as beam, floor, stair, balcony etc., it needs to install bed die.
Generally, bed die can be plank sheathing, aluminum alloy pattern plate, steel form etc..In order to support fixed bed die, need below bed die
Hall steel pipe scaffold or other support frames are largely expired in setting, to be supported fixation to bed die.Therefore, in die-filling and demoulding
When, the dress of support frame tears heavy workload open, needs largely manually, to increase construction cost.
Summary of the invention
Based on this, it is necessary to for need to be arranged below bed die in the prior art largely completely hall steel pipe scaffold or its
His support frame, leads to the dress of support frame, tears heavy workload open, need it is a large amount of artificial, so that the problem of increasing construction cost, mentions
For a kind of bar frame of concrete slab for improving drawbacks described above.
The bar frame of concrete slab, including multiple fashioned iron, multiple locking assemblies and steel mesh, each fashioned iron
Opposite end is fixedly connected in structural beams, and the multiple fashioned iron is laid along the longitudinally interval of the structural beams, the steel
Muscle net laying is set on multiple fashioned iron；
Each described locking assembly one end is connected to the fashioned iron, and the other end is pierced by downwards the concrete slab, to be used for
Be locked end template.
The bar frame of above-mentioned concrete slab, the opposite end of fashioned iron are fixedly connected on structural beams, and steel mesh is laid with and type
On steel, type steel support steel mesh is utilized.Locking assembly one end is connected to fashioned iron, and the other end is pierced by downwards concrete slab, with
The end template to form the concrete slab is poured in being locked.In this way, the locking assembly using bar frame locks end template
It is fixed on the fashioned iron of bar frame, does not need to need that full hall steel pipe feet hand is arranged in the lower section of end template as in the state of the art
Frame or other support frames when demoulding, need to only release the locking of locking assembly and end template, and end template can fall off naturally, significantly
Reduce die-filling and demoulding workload, shortens construction period, advantageously reduce construction cost.
In one embodiment, the steel mesh is fixedly connected with the fashioned iron.In this way, steel mesh and each fashioned iron are consolidated
Surely it links into an integrated entity, is conducive to the structural stability of reinforcing steel bar rack.
In one embodiment, the steel mesh and the fashioned iron are welded to connect.
In one embodiment, the fashioned iron is C-type steel.In this way, the bending strength due to C-type steel is good, it is conducive to provide
The safety of steel wire net rack.
In one embodiment, the locking assembly includes locking member and the first matching piece, and the locking member is arranged in institute
Fashioned iron setting is stated, first matching piece is connected to one end that the locking member is piercing in above the fashioned iron, by the lock
Tight part is fixedly connected on the fashioned iron.In this way, realizing the connection of locking member and fashioned iron by the first matching piece.
In one embodiment, the locking assembly further includes the second matching piece, and the locking member runs through the bed die, institute
The second matching piece is stated to be removably attachable to one end that the locking member is located at below the bed die, the bed die be lock onto
The fashioned iron.In this way, passing through dismountable connection of the second matching piece and locking member, being locked for bed die is realized.
In one embodiment, the opposite end of each fashioned iron passes through fastener and is fixedly connected on structural beams.
In one embodiment, the fastener is self-tapping screw or bolt.
In one embodiment, the fashioned iron and the fastener are welded to connect.In this way, preventing fashioned iron and structural beams from occurring
It loosens.
In one embodiment, each fashioned iron is provided with multiple locking assemblies, the multiple locking assembly edge
It lays at the longitudinally interval of the corresponding fashioned iron.It is locked in this way, being conducive to enhance to end template.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the bar frame of the concrete slab in one embodiment of the invention；
Fig. 2 is the bar frame of concrete slab shown in FIG. 1 and the assembling structure schematic diagram of bed die；
Fig. 3 is the assembling structure schematic diagram of the fashioned iron and structural beams in the bar frame of concrete slab shown in FIG. 1.
Specific embodiment
To facilitate the understanding of the present invention, a more comprehensive description of the invention is given in the following sections with reference to the relevant attached drawings.In attached drawing
Give preferred embodiment of the invention.But the invention can be realized in many different forms, however it is not limited to herein
Described embodiment.On the contrary, purpose of providing these embodiments is keeps the understanding to the disclosure more saturating
It is thorough comprehensive.
It should be noted that it can directly on the other element when element is referred to as " being fixed on " another element
Or there may also be elements placed in the middle.When an element is considered as " connection " another element, it, which can be, is directly connected to
To another element or it may be simultaneously present centering elements.Term as used herein " vertical ", " horizontal ", " left side ",
" right side " and similar statement are for illustrative purposes only.
Unless otherwise defined, all technical and scientific terms used herein and belong to technical field of the invention
The normally understood meaning of technical staff is identical.Term as used herein in the specification of the present invention is intended merely to description tool
The purpose of the embodiment of body, it is not intended that in the limitation present invention.Term " and or " used herein includes one or more phases
Any and all combinations of the listed item of pass.
Fig. 1 shows the structural schematic diagram of the bar frame of the concrete slab in an embodiment of the present invention.Fig. 2 shows
The bar frame of concrete slab shown in FIG. 1 and the assembling structure schematic diagram of bed die.Fig. 3 shows concrete slab shown in FIG. 1
Bar frame in fashioned iron and structural beams assembling structure schematic diagram.For ease of description, attached drawing illustrates only and phase of the present invention
The structure of pass.
As shown in Figure 1, Figure 2 and Figure 3, the bar frame of the concrete slab 100 provided in one embodiment of the invention, the reinforcing bar
Rack is embedded in advance in concrete slab 100, to enhance the intensity of concrete slab 100.The bar frame includes multiple fashioned iron 10, multiple
Locking assembly 20 and steel mesh 30.The opposite end of each fashioned iron 10 is fixedly connected in structural beams 200 (see Fig. 3), so that
Structural beams 200 play a supporting role to fashioned iron 10.Multiple fashioned iron 10 are laid along the longitudinally interval of structural beams 200, steel mesh
30 are layed in the top of multiple fashioned iron 10.
One end of each locking assembly 20 is connected to fashioned iron 10, and the other end is pierced by downwards concrete slab 100, for locking
Fixed end template 300, the end template 300 is for pouring to form concrete slab 100.
The bar frame of above-mentioned concrete slab 100, the opposite end of fashioned iron 10 are fixedly connected on structural beams 200, steel mesh
30 are layed on fashioned iron 10, utilize 10 spacer bar net 30 of fashioned iron.20 one end of locking assembly is connected to fashioned iron 10, the other end to
Under be pierced by concrete slab 100, to pour the end template 300 to form the concrete slab 100 for being locked.In this way, utilizing steel
End template 300 is locked in the fashioned iron 10 of bar frame by the locking assembly 20 of muscle rack, do not need as in the prior art that
Sample needs only release locking assembly in the full hall steel pipe scaffold of the lower section of end template 300 setting or other support frames, demoulding
20 can fall off naturally with the locking of end template 300, end template 300, greatly reduce die-filling and demoulding workload, shorten
Construction period advantageously reduces construction cost.
It should be understood that the bar frame of concrete slab 100 of the invention, since locking assembly 20 can be by end template 300
It is locked in fashioned iron 10, therefore does not need that full hall steel pipe scaffold or other support frames are arranged on the downside of end template 300, thus
Convenient for checking the security situation for pouring situation and die structure of concrete, die-filling, demoulding labor intensity is reduced, is reduced
The accessories dosage such as iron nail, iron wire, bolt, fastener, release agent reduces generated building rubbish during die-filling and demoulding
Rubbish meets green construction requirement.
In the embodiment of the present invention, each fashioned iron 10 is correspondingly arranged on multiple locking assemblies 20, multiple 20 edges of locking assembly
It lays at the longitudinally interval of corresponding fashioned iron 10.In this way, being conducive to enhance being locked to end template 300.
In the embodiment of the present invention, steel mesh 30 is fixedly connected with fashioned iron 10.In this way, by steel mesh 30 and each fashioned iron 10
It is fixedly connected integrally, is conducive to the structural stability of reinforcing steel bar rack.
Specific in one embodiment, steel mesh 30 and fashioned iron 10 are welded to connect.Optionally, spot welding can be used by steel mesh
30 are fixedly connected with fashioned iron 10.
Specific in one embodiment, the bar diameter of steel mesh 30 is 5mm to 10mm, and size of mesh opening is that (100mm is extremely
200mm) × (100mm to 200mm).
Specific in one embodiment, fashioned iron is C-type steel.In this way, the bending strength due to C-type steel is good, be conducive to improve
The safety of bar frame.Optionally, fashioned iron 10 can be galvanized alloy C-type steel.Specific in one embodiment, fashioned iron 10 is height
For degree having a size of 30mm to 120mm, width dimensions are 30mm to 120mm, with a thickness of 3mm to 6mm, flanging width dimensions be 10mm extremely
The C-type steel of 30mm.
In the embodiment of the present invention, locking assembly 20 includes that locking member 22 and the first matching piece 26, locking member 22 are arranged in
Fashioned iron 10 is arranged, and the first matching piece 26 is connected to one end that locking member 22 is piercing in 10 top of fashioned iron, and locking member 22 is fixed
It is connected to fashioned iron 10.In this way, realizing the connection of locking member Yu fashioned iron 10 by the first matching piece 26.
In some embodiments, locking assembly 20 further includes the second matching piece 24, and locking member 22 runs through bed die 300, and second matches
Component 24 is removably attachable to one end that locking member 22 is located at 300 lower section of bed die, and bed die 300 is lock onto fashioned iron 10.Such as
This realizes being locked for bed die 300 by the detachably connected of the second matching piece 24 and locking member 22.
It should be noted that backing out the second matching piece 24 first when demoulding, end template 300 falls off naturally.Then using cutting
Tool is cut, the part that locking member 22 is piercing in 100 downside of concrete slab is cut off, to complete demoulding.
Specific in embodiment, the first matching piece 26 and the second matching piece 24 can be used with locking member 22 and be threadedly coupled.Such as
This is mounted and dismounted convenient and efficient using threaded connection.Optionally, locking member 22 is screw rod, and the first matching piece 26 and second is matched
Component 24 can be butterfly wing nut.In this way, screw rod and butterfly wing nut are standard component, can select as the case may be different
Specification is conducive to save cost.
It is shown in Figure 2, in order to increase the forced area of end template 300, prevent end template 300 from deforming, in a reality
It applies in example, is additionally provided with bed die fashioned iron 28 in the lower section of end template 300, one end that locking member 22 extends downwardly sequentially passes through bed die
Plate 300 and bed die fashioned iron 28, and it is detachably connected with the second matching piece 24, bed die fashioned iron 28 and bed die 300 are locked solid
Due to the fashioned iron 10 of bar frame.Specific in embodiment, bed die fashioned iron 28 can be C-type steel.In this way, due to the bending resistance of C-type steel
Intensity is good, is conducive to the safety for improving formwork structure.Optionally, bed die fashioned iron 28 can be galvanized alloy C-type steel.Specifically,
Bed die fashioned iron 28 is that height dimension is 30mm to 50mm, width 80mm or 100mm, and with a thickness of 3mm, flanging width is the C of 30mm
Fashioned iron.
Specific in one embodiment, including multiple, bed die fashioned iron 28 is correspondingly arranged bed die fashioned iron 28 with fashioned iron 10.One
Multiple locking assemblies 20 are provided between bed die fashioned iron 28 and a corresponding fashioned iron 10, multiple locking assemblies 20 are along corresponding type
The longitudinally interval of steel 10 is arranged.
In the embodiment of the present invention, there is a prepsetting gap, so that pouring to form coagulation between end template 300 and fashioned iron 10
After native plate 100, fashioned iron 10 is avoided to expose the lower surface of concrete slab 100.It is understood that end template 300 and fashioned iron 10
Between gap can be adjusted by the second matching piece 24.Optionally, which can be 25mm.
Specific in one embodiment, end template 300 can be hollow plastic formwork.In this way, being made using hollow plastic formwork
After demoulding concrete flatness it is good.
Shown in Figure 3, in the embodiment of the present invention, it is fixed that the opposite end of each fashioned iron 10 passes through fastener 40
It is connected to structural beams 200.Optionally, which can be self-tapping screw or bolt.
Fashioned iron and the connection of structural beams 200 loosen in order to prevent, and in one embodiment, fashioned iron 10 can be with fastener
40 welded connectings are into a single integrated structure.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (10)
1. the bar frame of concrete slab, which is characterized in that including multiple fashioned iron, multiple locking assemblies and steel mesh, each
The opposite end of the fashioned iron is fixedly connected in structural beams, longitudinally interval cloth of the multiple fashioned iron along the structural beams
If the steel mesh is layed on multiple fashioned iron；
Each described locking assembly one end is connected to the fashioned iron, and the other end is pierced by downwards the concrete slab, for locking
Fixed end template.
2. the bar frame of concrete slab according to claim 1, which is characterized in that the steel mesh and the fashioned iron are solid
Fixed connection.
3. the bar frame of concrete slab according to claim 2, which is characterized in that the steel mesh and the steel welding
It connects in succession.
4. the bar frame of concrete slab according to claim 1, which is characterized in that the fashioned iron is C-type steel.
5. the bar frame of concrete slab according to claim 1, which is characterized in that the locking assembly includes locking member
And first matching piece, the locking member are arranged in the fashioned iron setting, first matching piece is connected to the locking member and is pierced by
The locking member is fixedly connected on the fashioned iron by one end above the fashioned iron.
6. the bar frame of concrete slab according to claim 5, which is characterized in that the locking assembly further includes second
Matching piece, the locking member run through the bed die, and second matching piece is removably attachable to the locking member positioned at described
The bed die is lock onto the fashioned iron by one end below bed die.
7. the bar frame of concrete slab according to claim 1, which is characterized in that the opposite end of each fashioned iron
Structural beams are fixedly connected on by fastener.
8. the bar frame of concrete slab according to claim 7, which is characterized in that the fastener be self-tapping screw or
Bolt.
9. the bar frame of concrete slab according to claim 8, which is characterized in that the fashioned iron and the fastener weld
It connects in succession.
10. the bar frame of concrete slab according to claim 1, which is characterized in that each fashioned iron is provided with more
A locking assembly, the multiple locking assembly are laid along the longitudinally interval of the corresponding fashioned iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811517642.3A CN109577557A (en) | 2018-12-12 | 2018-12-12 | The bar frame of concrete slab |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811517642.3A CN109577557A (en) | 2018-12-12 | 2018-12-12 | The bar frame of concrete slab |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109577557A true CN109577557A (en) | 2019-04-05 |
Family
ID=65929283
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811517642.3A Pending CN109577557A (en) | 2018-12-12 | 2018-12-12 | The bar frame of concrete slab |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109577557A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110954205A (en) * | 2019-12-23 | 2020-04-03 | 广州中衡称重设备有限公司 | A steel structure concrete weighing platform |
| CN111560851A (en) * | 2020-04-29 | 2020-08-21 | 中交路桥建设有限公司 | Fabricated steel-concrete composite beam open-guaranteed bridge and construction method |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1485502A (en) * | 2002-09-26 | 2004-03-31 | 上海市隧道工程轨道交通设计研究院 | Cast-in-place Construction Method of Suspension Formwork for Bed Slab of Channel Beam Road |
| KR100814442B1 (en) * | 2007-03-30 | 2008-03-17 | (주)엠씨에스공법 | Formwork for heavy-duty slabs and construction method of heavy-duty slabs using the same |
| CN202081641U (en) * | 2011-05-10 | 2011-12-21 | 中天建设集团有限公司天津分公司 | Hanging mold used for floor prepared hole |
| CN102704406A (en) * | 2012-06-21 | 2012-10-03 | 东南大学 | Roadbed slab non-tensile stress construction method based on combined channel girder |
| CN203924491U (en) * | 2014-05-07 | 2014-11-05 | 杜景云 | The T-shaped bar frame with warming plate for cast-in-place shear wall body |
| CN106522467A (en) * | 2016-12-09 | 2017-03-22 | 山东大学 | Welded stirrup steel framework beam/pillar |
| CN108179873A (en) * | 2017-12-05 | 2018-06-19 | 上海建工五建集团有限公司 | Hanging mould structure and its application construction method |
| CN108442597A (en) * | 2018-05-15 | 2018-08-24 | 哈尔滨鸿盛建筑材料制造股份有限公司 | It is prefabricated to exempt to tear flooring superimposed sheet open |
-
2018
- 2018-12-12 CN CN201811517642.3A patent/CN109577557A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1485502A (en) * | 2002-09-26 | 2004-03-31 | 上海市隧道工程轨道交通设计研究院 | Cast-in-place Construction Method of Suspension Formwork for Bed Slab of Channel Beam Road |
| KR100814442B1 (en) * | 2007-03-30 | 2008-03-17 | (주)엠씨에스공법 | Formwork for heavy-duty slabs and construction method of heavy-duty slabs using the same |
| CN202081641U (en) * | 2011-05-10 | 2011-12-21 | 中天建设集团有限公司天津分公司 | Hanging mold used for floor prepared hole |
| CN102704406A (en) * | 2012-06-21 | 2012-10-03 | 东南大学 | Roadbed slab non-tensile stress construction method based on combined channel girder |
| CN203924491U (en) * | 2014-05-07 | 2014-11-05 | 杜景云 | The T-shaped bar frame with warming plate for cast-in-place shear wall body |
| CN106522467A (en) * | 2016-12-09 | 2017-03-22 | 山东大学 | Welded stirrup steel framework beam/pillar |
| CN108179873A (en) * | 2017-12-05 | 2018-06-19 | 上海建工五建集团有限公司 | Hanging mould structure and its application construction method |
| CN108442597A (en) * | 2018-05-15 | 2018-08-24 | 哈尔滨鸿盛建筑材料制造股份有限公司 | It is prefabricated to exempt to tear flooring superimposed sheet open |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110954205A (en) * | 2019-12-23 | 2020-04-03 | 广州中衡称重设备有限公司 | A steel structure concrete weighing platform |
| CN111560851A (en) * | 2020-04-29 | 2020-08-21 | 中交路桥建设有限公司 | Fabricated steel-concrete composite beam open-guaranteed bridge and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN110984397A (en) | Self-adjusting building embedded part and embedding method thereof | |
| EP0123264A2 (en) | Building system and components thereof | |
| CN209924432U (en) | Template adjusting and supporting device for building inclined column | |
| JP3751708B2 (en) | Curing scaffold plate support assembly | |
| CN109577557A (en) | The bar frame of concrete slab | |
| CN210049602U (en) | Multi-surface slope roof concrete pouring device | |
| CN211257822U (en) | Auxiliary support for square and round buckles | |
| CN114809721A (en) | Ultrahigh overhanging serrated plate inclined support and construction process thereof | |
| KR100946192B1 (en) | Formwork Joining and Dismantling Device | |
| CN209976016U (en) | Combined steel formwork keel support with steel bar protection layer support | |
| WO2015051551A1 (en) | Building and construction method thereof | |
| CN216007797U (en) | Bottom die structure | |
| CN109577645A (en) | Bed die component | |
| CN211257875U (en) | Platform of unloading of encorbelmenting suitable for prefabricated building | |
| CN112962945A (en) | Corner bracket structure and construction method | |
| JP3423162B2 (en) | Handrail wall panel mounting structure | |
| CN215212327U (en) | Sandwich plate supports pole setting base device with adjustable angle | |
| CN212317177U (en) | Embedded suspended installation support device | |
| CN211621992U (en) | Steel construction pipe truss roof support built-in fitting | |
| CN212743355U (en) | Ultra-thick concrete floor side formwork reinforcing structure | |
| JPH0643364Y2 (en) | Lifting jig | |
| JPH0932284A (en) | Constructing device and method for overhang section | |
| KR20200048171A (en) | Supporting structure for concrete wall | |
| JP3356853B2 (en) | Formwork equipment | |
| CN205475696U (en) | Steel construction stand fixed knot constructs |
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 | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190405 |