CN108374522A - A kind of the protective layer skeleton and its board member arrangement and method for construction of building structure - Google Patents
A kind of the protective layer skeleton and its board member arrangement and method for construction of building structure Download PDFInfo
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- CN108374522A CN108374522A CN201810316170.9A CN201810316170A CN108374522A CN 108374522 A CN108374522 A CN 108374522A CN 201810316170 A CN201810316170 A CN 201810316170A CN 108374522 A CN108374522 A CN 108374522A
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- support frame
- mesh sheet
- protective layer
- pieces
- reinforcement
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- 239000011241 protective layer Substances 0.000 title claims abstract description 48
- 238000000034 method Methods 0.000 title claims description 11
- 238000010276 construction Methods 0.000 title description 4
- 230000002787 reinforcement Effects 0.000 claims abstract description 77
- 239000010410 layer Substances 0.000 claims abstract description 76
- 239000004567 concrete Substances 0.000 claims abstract description 31
- 239000003351 stiffener Substances 0.000 claims abstract description 14
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 11
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 22
- 230000003014 reinforcing effect Effects 0.000 claims description 20
- 229910000831 Steel Inorganic materials 0.000 claims description 15
- 239000010959 steel Substances 0.000 claims description 15
- 230000008569 process Effects 0.000 claims description 8
- 230000008859 change Effects 0.000 claims description 6
- 230000007480 spreading Effects 0.000 claims description 6
- 210000003205 muscle Anatomy 0.000 claims description 4
- 239000003755 preservative agent Substances 0.000 claims description 3
- 230000002335 preservative effect Effects 0.000 claims description 3
- 125000006850 spacer group Chemical group 0.000 claims description 3
- 238000010586 diagram Methods 0.000 description 4
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000010438 granite Substances 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000004579 marble Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 230000002459 sustained effect Effects 0.000 description 1
- 239000002699 waste material Substances 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The invention discloses a kind of protective layer skeletons; include to constitute the multiple main reinforcements connected in a manner of cuboid framework and multiple stiffeners; multiple main reinforcements include multiple short side main reinforcements and multiple long side main reinforcements; multiple short side main reinforcements constitute the short side in the face on the length direction of cuboid; multiple long side main reinforcements constitute the long side in the face on the length direction of cuboid, and multiple stiffeners are arranged at a certain distance between the two adjacent long edges main reinforcement of correspondence on face.A kind of upper layer mesh sheet support frame includes the support frame A pieces connected with articulated structure and support frame B pieces, the support frame A pieces and support frame B pieces using shared main bar reinforcement as axis, is connected into " chevron shaped " with articulated structure.So design so that the protective layer skeleton and upper layer mesh sheet support frame pour simultaneously with structural elements concrete, it is ensured that structural elements armored concrete material and performance are completely the same, promote the total quality and performance of reinforced concrete member.
Description
Technical field
The invention belongs to technical field of buildings more particularly to the protective layer skeleton and its board member of a kind of building structure to apply
Work scheme.
Background technology
Building structure reinforced concrete protective layer and the effect stress and service life of building structure are closely related, to steel
The control of reinforced concrete protective layer is always one of the key points and difficulties in construction.Currently, building structure armored concrete
In protective layer, using single blocky strong concrete blockage (being commonly called as cushion block) point type pad shield bearing shape at regular intervals
At.
However, in the board member of armored concrete, the single point type pad shield of cushion block does not accomplish to pad river bottom protection layer reinforced mesh
All bottom transverse steels, by pad shield on bottom transverse steel then need to tie up with bottom longitudinal reinforcement by tie wire
It pricks and fixes, but since each related work post operating personnel tramples and equipment hits the factors such as vibration, easily cause bottom layer of the reinforcing steel mesh sheet
Binding silk it is loose or disconnected fall so that bottom transverse steel bends or is detached from, and causes the thickness of protective layer insufficient or even root
This does not have protective layer thickness.Bottom layer of the reinforcing steel mesh sheet residing horizontal position height in board member differs, not in same level simultaneously
On face, and curved straight differs, cannot simultaneously uniform stressed, easily lead to concrete floor cracking.
In the board member of armored concrete, using single spike (being commonly called as split heads), point type supports board member at regular intervals
Top bars mesh sheet, the reinforcing bar propped up raises up, and the reinforcing bar not propped up so adds each related work to lower recess
Kind operating personnel tramples and equipment hits the factors such as vibration, easily causes the top bars mesh sheet distortion of board member, top bars
The binding silk of mesh sheet it is loose or it is disconnected fall, the bending of being scattered of the longitudinal reinforcement of top bars mesh sheet is free among board member so that plate
Top bars mesh sheet residing horizontal position height in concrete differs, not in same level, and curved straight differs, cannot
Uniform stressed simultaneously easily leads to concrete floor cracking.Moreover, the size of split heads takes a kind of height according to a kind of plate thickness, suddenly
Having omited the difference of the diameter of design reinforcement inside same plate thickness, (diameter difference of different arrangements of reinforcement may have exceeded the permission of protective layer
Deviation range), no matter arrangement of reinforcement diameter all uses the split heads of sustained height, directly result in the protective layer thickness of top bars mesh sheet
Differ.Again since split heads is single point type support, split heads cannot be fixed well, be easy to cause it and tilted and overturn.It can not
The upper and lower layer reinforced mesh of fixed tablet, leads to control the steady of the relative position between the upper and lower layer reinforced mesh of board member
It is fixed.
Also, the material and intensity of prefabricated in practice of construction " cushion block " and " split heads " can not be unified, some cement bonded sands
Ash, some concrete, some marble granite plates waste material, some plastic products etc. are multifarious, completely not
It can be consistent with the performance and intensity of building iron concrete, " cushion block " and " split heads " that these materials are different is so caused to exist
It is unable to collective effect and stress in building concrete member, seriously affects the quality and performance of reinforced concrete member.
Equally, in the components such as reinforced concrete structured beam, column, wall, " single cushion block " can not pad the bottom of guard beam totally
The side crust reinforcing bar of face and side and column, wall, it cannot be guaranteed that face where the crust reinforcing bar of beam, column, wall smooth and cause
Cover to reinforcement thickness differs and unbalance stress, seriously affects the quality and performance of reinforced concrete member.
Therefore, the protective layer pad maintaining method and pad protective material of existing building structure need to improve, and realize " relocating from point "
And ensure the development innovation of " face smooth " and " Material Strength is consistent with armored concrete ".
Invention content
In order to solve the above technical problems, the present invention provides a kind of a kind of protective layer skeleton and its plate that can be solved the above problems
Component.
A kind of protective layer skeleton includes to constitute the multiple main reinforcements connected in a manner of cuboid framework and multiple reinforcement steel
Muscle, multiple main reinforcements include multiple short side main reinforcements and multiple long side main reinforcements, and multiple short side main reinforcements constitute institute
The short side in the face on the length direction of cuboid is stated, multiple long side main reinforcements are constituted on the length direction of the cuboid
The long side in face, multiple stiffeners by certain predetermined spacing be arranged in the adjacent long side main reinforcement of the correspondence two on face it
Between.
In one of the embodiments, needed at least two corresponding the multiple short side main reinforcements and the board member
Thickness of protection tier is identical, and the protective layer skeleton is " hollow out " shape, and concrete can pour into perforation wherein, realize
It is poured simultaneously with structural elements to ensure that it is consistent with structural elements material.
The multiple long side main reinforcement can be according to needed for building structure bottom layer of the reinforcing steel mesh sheet in one of the embodiments,
Length spreading, it is " elongated total pad protects " to change former " interval point type pad shield ".
The multiple main reinforcement and multiple stiffeners are process using elastic wire in one of the embodiments,
And by preservative treatment to ensure that it is consistent with concrete life.
The protective layer skeleton is applicable to any in various reinforced concrete members be used in one of the embodiments,
Pad shield and spacer bar skeleton mesh sheet and any actual use scene for from concrete medial support fixed form.
A kind of board member of building structure, including set gradually template, protective layer skeleton as described above, bottom steel
Muscle mesh sheet, upper layer mesh sheet support frame and top bars mesh sheet.
The upper layer mesh sheet support frame includes the support frame A connected with articulated structure in one of the embodiments,
Piece and support frame B pieces.The support frame A pieces and support frame B pieces are rectangular, and share a main bar reinforcement, described
Articulated structure is located on the main bar reinforcement, the support frame A pieces and support frame B pieces using the main bar reinforcement as axis, with
Articulated structure connects into " chevron shaped ".
In one of the embodiments, the support frame A pieces and support frame B pieces include constitute it is rectangular multiple thick
Reinforcing bar and the multiple reinforcing ribs being connected between the bar reinforcement.
The bottom layer of the reinforcing steel mesh sheet includes bottom transverse steel and bottom longitudinal reinforcement, institute in one of the embodiments,
It includes upper layer longitudinal reinforcement and upper layer transverse steel to state top bars mesh sheet.
The upper layer mesh sheet support frame is process using elastic wire in one of the embodiments,.
The upper layer mesh sheet support frame can be according to needed for building structure reinforcing bar mesh sheet in one of the embodiments,
Length spreading, it is " elongated total support " to change former " support of interval point type ".
The present invention has at least the following advantages：
Board member protective layer includes being connected in a manner of cuboid framework by constituting using " protective layer skeleton " pad shield, protective layer skeleton
The multiple main reinforcements and multiple stiffeners connect make the bottom layer of the reinforcing steel mesh sheet of building structure all obtain " pad shield ", it is ensured that plate structure
The smooth and position of part reinforcing bar is accurate.Upper layer mesh sheet support frame connects into " chevron shaped " with articulated structure, as Qi Xiakou and bottom
" triangular support " is formed after layer reinforced mesh binding, its own stability is good, will not shift or run-off the straight is toppled over, while on
Banding fixed again after layer reinforced mesh is shelved thereon makes the top bars mesh sheet of board member and lower layer's reinforced mesh interconnect shape
At stable entirety.Upper layer mesh sheet support frame can realize it is height-adjustable, and can adjust height to meet the upper of board member
Accurate distance between layer reinforced mesh and lower layer's reinforced mesh." the protective layer skeleton " and " upper layer mesh sheet support frame " all
It is " the hollow out skeleton " being process using elastic wire, so designs so that the protective layer skeleton and the upper layer mesh sheet
Support frame pours simultaneously with structural elements concrete, it is ensured that structural elements armored concrete material and completely the same coagulate of performance are
One, promotes the total quality and performance of reinforced concrete member.
Description of the drawings
Fig. 1 is a kind of stereoscopic schematic diagram of the board member for building structure that one embodiment of the invention provides；
Fig. 2 is a kind of stereoscopic schematic diagram for protective layer skeleton that one embodiment of the invention provides；And
Fig. 3 is a kind of stereoscopic schematic diagram for upper layer mesh sheet support frame that one embodiment of the invention provides.
Involved label in figure：
Board member 100；Protective layer skeleton 1；Upper layer mesh sheet support frame 2；Template 3；Bottom layer of the reinforcing steel mesh sheet 4；Bottom is lateral
Reinforcing bar 41；Bottom longitudinal reinforcement 42；Top bars mesh sheet 5；Upper layer transverse steel 51；Upper layer longitudinal reinforcement 52；Multiple main reinforcements
10；Multiple stiffeners 11；Multiple short side main reinforcements 101；Multiple long side main reinforcements 102；Articulated structure 20；Support frame A pieces
21；Support frame B pieces 22；Multiple bar reinforcements 211；Main bar reinforcement 213；Reinforcing rib 212.
Specific implementation mode
In order to make the foregoing objectives, features and advantages of the present invention clearer and more comprehensible, below in conjunction with the accompanying drawings to the present invention
Specific implementation mode be described in detail.
Used term is only for the purpose of describing specific embodiments not in the description of the invention herein
It is intended in the limitation present invention.Term " and or " used herein includes the arbitrary of one or more relevant Listed Items
And all combination.
Referring to Fig. 1, Fig. 1 is a kind of three-dimensional signal of the board member 100 for building structure that one embodiment of the invention provides
Figure.The board member 100 of the building structure includes the template 3 set gradually, protective layer skeleton 1, bottom layer of the reinforcing steel mesh sheet 4, upper wire
Piece support frame 2 and top bars mesh sheet 5.Bottom layer of the reinforcing steel mesh sheet 4 includes bottom transverse steel 41 and bottom longitudinal reinforcement 42.On
Layer reinforced mesh 5 includes upper layer transverse steel 51 and upper layer longitudinal reinforcement 52.
It is a kind of stereoscopic schematic diagram for protective layer skeleton 1 that one embodiment of the invention provides also referring to Fig. 2, Fig. 2.It should
Protective layer skeleton 1 includes to constitute the multiple main reinforcements 10 connected in a manner of cuboid framework and multiple stiffeners 11.Multiple masters
Reinforcing bar 10 includes multiple short side main reinforcements 101 and multiple long side main reinforcements 102.Multiple short side main reinforcements 101 constitute cuboid
The short side in the face on length direction, multiple long side main reinforcements 102 constitute the long side in the face on the length direction of cuboid.It is multiple to add
Strong reinforcing bar 11 is welded by resistance, is located in the face on the length direction of cuboid, to enhance the endurance of integrated member.Specifically
Ground, one end of a stiffener 11 is welded on the long side main reinforcement 102 in the face of the length direction of cuboid, another
End is welded on another long side main reinforcement 102 in the face on the length direction of cuboid, and multiple stiffeners 11 so press one
Determining deviation is arranged between the two parallel long side main reinforcement 102 of correspondence on face, so that protective layer skeleton is welded into " hollow out "
Shape.
Specific in present embodiment, at least two corresponding multiple short side main reinforcements 101 and building structure board member institute
The thickness of protection tier needed is identical.
Specific in present embodiment, multiple long side main reinforcements 102 can be according to needed for building structure bottom layer of the reinforcing steel mesh sheet 4
Length spreading, so that the bottom layer of the reinforcing steel mesh sheet 4 of building structure is all obtained " pad shield ", it is " to lead to change former " interval point type pad shield "
Long total pad shield ", it is ensured that the smooth and position of board member reinforcing bar is accurate.
Specific in present embodiment, multiple main reinforcements 10 and multiple stiffeners 11 are process using elastic wire.
Specific in present embodiment, protective layer skeleton 1 uses preservative treatment, it is ensured that its service life and concrete life phase one
It causes.
Specific in present embodiment, protective layer skeleton 1 is " hollow out " shape, and concrete can pour into perforation wherein, real
Now poured simultaneously with structural elements ensure it is consistent with structural elements material.
Show also referring to the solid that Fig. 3, Fig. 3 are a kind of upper layer mesh sheet support frames 2 that one embodiment of the invention provides
It is intended to.The upper layer mesh sheet support frame 2 includes the support frame A pieces 21 connected with articulated structure 20 and support frame B pieces 22.Branch
Support bone frame A pieces 21 and support frame B pieces 22 share a main bar reinforcement 213, and articulated structure 20 is located on the main bar reinforcement 213.
Support frame A pieces 21 and support frame B pieces 22 are rectangular, and support frame A pieces 21 and support frame B pieces 22 include composition side
Multiple bar reinforcements 211 of shape and the multiple reinforcing ribs 212 being connected between bar reinforcement, multiple reinforcing ribs 212 are arranged by reasonable spacing
Cloth is enhancing the endurance of integrated member.
Support frame A pieces 21 and support frame B pieces 22, are axis with main bar reinforcement 213, and " people is connected into articulated structure 20
Font " forms " triangular support " after its lower mouth is bound with bottom layer of the reinforcing steel mesh sheet, its own stability is good, will not shift or
Run-off the straight is toppled over, at the same top bars mesh sheet 5 shelve thereon after banding fixed again, make the top bars mesh sheet 5 of board member 100
It is interconnected to form stable entirety with bottom layer of the reinforcing steel mesh sheet 4.Support frame A pieces 21 and support frame B pieces 22, with main bar reinforcement
213 be axis, is connected with articulated structure 20 and realizes that the lower mouth of two panels skeleton can separate and close up, in this way, realization is height-adjustable, and
Height can be adjusted to meet the accurate distance between the top bars mesh sheet 5 of board member 100 and bottom layer of the reinforcing steel mesh sheet 4.
Upper layer mesh sheet support frame 2 is supported between the top bars mesh sheet 5 of board member and bottom layer of the reinforcing steel mesh sheet 4, is not had to
In the protective layer of insert plate bottom, template 3 will not be more contacted, so concrete can be made to pour into perforation in concreting board member
Wherein, make support concrete and building structure template concrete completely the same, fully integrated.
Specific in present embodiment, upper layer mesh sheet support frame 2 can be according to the top bars mesh sheet 5 of building structure
The elongated spreading of length, it is " elongated total support " to change former " support of interval point type ", keeps the top bars mesh sheet 5 of building structure complete
Portion obtains " flat support ".
Specific in present embodiment, upper layer mesh sheet support frame 2 is process using elastic wire.
Referring to Fig. 1, when board member 100 is constructed, first finished in the template 3 laid bottom laterally and
Longitudinal reinforcement spacing, by default spacing arrangement protective layer skeleton 1, the bottom transverse steel 41 of arrangement bottom layer of the reinforcing steel mesh sheet 4, arrangement
The bottom longitudinal reinforcement 42 of bottom layer of the reinforcing steel mesh sheet 4, binding bottom layer of the reinforcing steel mesh sheet 4 set up upper layer mesh sheet support rib by default spacing
Frame 2 simultaneously regulates height by plate thickness and bar diameter and is bound securely with bottom layer of the reinforcing steel mesh sheet 4, draws the cross of layer reinforced mesh 5
To with longitudinal reinforcement spacing, the upper layer of the upper layer longitudinal reinforcement 52 of arrangement top bars mesh sheet 5, arrangement top bars mesh sheet 5 is horizontal
To reinforcing bar 51, binding top bars mesh sheet 5 is simultaneously bound securely with upper layer mesh sheet support frame 2, such " protective layer skeleton and upper layer
Mesh sheet support frame " pours simultaneously with structural elements concrete, it is ensured that structural elements armored concrete material is completely the same to congeal into
One, promotes the total quality and performance of reinforced concrete member.
The present invention has at least the following advantages：
Board member protective layer includes being connected in a manner of cuboid framework by constituting using " protective layer skeleton " pad shield, protective layer skeleton
The multiple main reinforcements and multiple stiffeners connect make the bottom layer of the reinforcing steel mesh sheet of building structure all obtain " pad shield ", it is ensured that plate structure
The smooth and position of part reinforcing bar is accurate.Upper layer mesh sheet support frame connects into " chevron shaped " with articulated structure, as Qi Xiakou and bottom
" triangular support " is formed after layer reinforced mesh binding, its own stability is good, will not shift or run-off the straight is toppled over, while on
Banding fixed again after layer reinforced mesh is shelved thereon makes the top bars mesh sheet of board member and lower layer's reinforced mesh interconnect shape
At stable entirety.Upper layer mesh sheet support frame can realize it is height-adjustable, and can adjust height to meet the upper of board member
Accurate distance between layer reinforced mesh and lower layer's reinforced mesh." the protective layer skeleton " and " upper layer mesh sheet support frame " all
It is " the hollow out skeleton " being process using elastic wire, so designs so that the protective layer skeleton and the upper layer mesh sheet
Support frame pours simultaneously with structural elements concrete, it is ensured that structural elements armored concrete material and performance is completely the same congeals into
One, promotes the total quality and performance of reinforced concrete member.
The present invention is not limited to the type of building and structure types, as long as reinforcing bar, which mixes in native structural elements, uses " protection
Layer skeleton and/or upper layer mesh sheet support frame " is suitable for the range that the present invention is protected.Wherein, the protective layer skeleton can
It is any for padding shield and spacer bar skeleton mesh sheet and any for from concrete suitable for various reinforced concrete members
The actual use scene of medial support fixed form.
Each technical characteristic of embodiment described above can be combined arbitrarily, to keep description succinct, 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, it is all considered to be the range of this specification record.
Several embodiments of the invention above described embodiment only expresses, 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 the protection of the present invention
Range.Therefore, the protection domain of patent of the present invention should be determined by the appended claims.
Claims (10)
1. a kind of protective layer skeleton, which is characterized in that include to constitute multiple main reinforcements connected in a manner of cuboid framework and more
A stiffener, multiple main reinforcements include multiple short side main reinforcements and multiple long side main reinforcements, multiple main steel of short side
Muscle constitutes the short side in the face on the length direction of the cuboid, and multiple long side main reinforcements constitute the length of the cuboid
The long side in the face on direction, multiple stiffeners are arranged in the adjacent long side of the correspondence two on face by certain predetermined spacing
Between main reinforcement.
2. protective layer skeleton according to claim 1, which is characterized in that at least two corresponding the multiple main steel of short side
Muscle is identical as the thickness of protection tier needed for the board member, and the protective layer skeleton is " hollow out " shape, concrete
Perforation can be poured into wherein, realization is poured with structural elements simultaneously to ensure that it is consistent with structural elements material.
3. protective layer skeleton according to claim 1, which is characterized in that the multiple long side main reinforcement can be according to building
Length spreading needed for structure bottom reinforced mesh, it is " elongated total pad shield " to change former " interval point type pad shield ".
4. protective layer skeleton according to claim 1, which is characterized in that the multiple main reinforcement and multiple stiffeners are adopted
It is process with elastic wire, and by preservative treatment to ensure that it is consistent with concrete life.
5. protective layer skeleton according to any one of claims 1 to 4, which is characterized in that the protective layer skeleton is applicable
It is any for pad shield and spacer bar skeleton mesh sheet and any on the inside of concrete in various reinforced concrete members
Support the actual use scene of fixed form.
6. a kind of board member of building structure, which is characterized in that including template, such as the claims 1 to 5 set gradually
Protective layer skeleton, bottom layer of the reinforcing steel mesh sheet, upper layer mesh sheet support frame described in one and top bars mesh sheet.
7. the board member of building structure according to claim 6, which is characterized in that the upper layer mesh sheet support frame includes
With the support frame A pieces and support frame B pieces of articulated structure connection；
The support frame A pieces and support frame B pieces are rectangular, and share a main bar reinforcement, and the articulated structure is located at
On the main bar reinforcement, the support frame A pieces and support frame B pieces are connected using the main bar reinforcement as axis with articulated structure
At " chevron shaped "；
The support frame A pieces and support frame B pieces include constituting rectangular multiple bar reinforcements and being connected to the bar reinforcement
Between multiple reinforcing ribs.
8. the board member of building structure according to claim 6, which is characterized in that the bottom layer of the reinforcing steel mesh sheet includes bottom
Transverse steel and bottom longitudinal reinforcement, the top bars mesh sheet include upper layer longitudinal reinforcement and upper layer transverse steel.
9. the board member of building structure according to claim 7, which is characterized in that the upper layer mesh sheet support frame uses
Elastic wire is process.
10. the board member of building structure according to claim 7, which is characterized in that the upper layer mesh sheet support frame
Can be according to the length spreading needed for building structure reinforcing bar mesh sheet, it is " elongated total support " to change former " support of interval point type ".
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810316170.9A CN108374522B (en) | 2018-04-10 | 2018-04-10 | Protective layer framework of building structure and plate member construction scheme thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810316170.9A CN108374522B (en) | 2018-04-10 | 2018-04-10 | Protective layer framework of building structure and plate member construction scheme thereof |
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| Publication Number | Publication Date |
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| CN108374522A true CN108374522A (en) | 2018-08-07 |
| CN108374522B CN108374522B (en) | 2024-06-14 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201810316170.9A Active CN108374522B (en) | 2018-04-10 | 2018-04-10 | Protective layer framework of building structure and plate member construction scheme thereof |
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| CN110439175A (en) * | 2019-08-19 | 2019-11-12 | 苏道远 | Ceramsite Concrete plate and its processing method with shear-resistant membrane shell structure |
| CN111794444A (en) * | 2020-07-31 | 2020-10-20 | 曹宝军 | Passive building stainless steel assembled reinforcement structure system |
| CN114182960A (en) * | 2021-12-13 | 2022-03-15 | 中铁城建集团有限公司 | Plate steel bar vertical controller and installation method |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN114182960B (en) * | 2021-12-13 | 2023-02-28 | 中铁城建集团有限公司 | Plate steel bar vertical controller and installation method |
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| Publication number | Publication date |
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| CN108374522B (en) | 2024-06-14 |
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