CN108894335A - A kind of steel plate built-in fitting construction method and steel plate pre-embedded device - Google Patents
A kind of steel plate built-in fitting construction method and steel plate pre-embedded device Download PDFInfo
- Publication number
- CN108894335A CN108894335A CN201810818603.0A CN201810818603A CN108894335A CN 108894335 A CN108894335 A CN 108894335A CN 201810818603 A CN201810818603 A CN 201810818603A CN 108894335 A CN108894335 A CN 108894335A
- Authority
- CN
- China
- Prior art keywords
- steel plate
- shearing
- anchoring piece
- resistant member
- hole
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 160
- 239000010959 steel Substances 0.000 title claims abstract description 160
- 238000010276 construction Methods 0.000 title claims abstract description 23
- 238000010008 shearing Methods 0.000 claims abstract description 107
- 238000004873 anchoring Methods 0.000 claims abstract description 79
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims abstract description 58
- 239000004567 concrete Substances 0.000 claims abstract description 53
- 239000002689 soil Substances 0.000 claims abstract description 40
- 230000015271 coagulation Effects 0.000 claims abstract description 37
- 238000005345 coagulation Methods 0.000 claims abstract description 37
- 229910052742 iron Inorganic materials 0.000 claims abstract description 29
- 238000005266 casting Methods 0.000 claims description 6
- 239000011440 grout Substances 0.000 claims description 3
- 238000005259 measurement Methods 0.000 claims description 3
- 239000002002 slurry Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims description 2
- 241000935974 Paralichthys dentatus Species 0.000 abstract description 13
- 230000003014 reinforcing effect Effects 0.000 abstract description 11
- 238000009434 installation Methods 0.000 abstract description 4
- 230000000694 effects Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 5
- 238000009435 building construction Methods 0.000 description 2
- 230000001112 coagulating effect Effects 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000003825 pressing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 241000242541 Trematoda Species 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 230000002452 interceptive effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The present invention provides a kind of steel plate built-in fitting construction methods, anchoring piece, shearing-resistant member and steel plate are mutually indepedent, first anchoring piece and shearing-resistant member positioning are fixed between the gap of building iron, and it is poured a concrete, it will be in the concrete of pre-buried to one time of the bottom end of anchoring piece and shearing-resistant member, the positional relationship of the anchoring piece and shearing-resistant member that are positioned is measured, corresponding position opens up anchor hole and shearing resistance hole to positional relationship on the steel plate accordingly；Placing steel plate is inserted into anchoring piece and shearing-resistant member in corresponding hole, and is welded and fixed, then second coagulation soil is poured into the gap between lower surface of steel plate and a concrete upper surface, completes the setting of built-in fitting.This scheme changes erection sequence, again with Interal fixation after the position of anchoring piece and shearing-resistant member determines, can disposably realize assembly, avoids generating interference between the anchor fluke on large area pre-embedded steel slab and reinforcing bar main body, accelerates installation speed.The present invention also provides a kind of steel plate pre-embedded devices, and identical technical effect may be implemented.
Description
Technical field
The present invention relates to technical field of building construction, further relate to a kind of steel plate built-in fitting construction method.Furthermore.This
Invention further relates to a kind of steel plate pre-embedded device.
Background technique
In building construction process, after the completion of reinforcing bar main structure, it is also necessary to which pre-buried steel is set at Vierendeel girder, column position
Anchor fluke is welded and fixed on the bottom surface of pre-embedded steel slab in plate, for pre-embedded steel slab biggish for area, anchor fluke it is large number of, and
And anchor fluke needs the corresponding gap location being inserted between reinforcing bar；But the size of reinforcing bar main structure and position have determined can not be more
Change, the position between anchor fluke and steel plate immobilizes, therefore large number of anchor fluke is difficult to whole accurate alignments between reinforcing bar
Gap in, interference may be generated with a few reinforcing bars, it is necessary to these anchor flukes for generating interference be cut and be welded on again
New position increases the amount of labour to avoid the reinforcing bar for generating interference.
For those skilled in the art, how to avoid between the anchor fluke on large area pre-embedded steel slab and reinforcing bar main body
Interference is generated, is the current technical issues that need to address.
Summary of the invention
The present invention provides a kind of steel plate built-in fitting construction method, can be avoided and generates interference between anchor fluke and building iron,
Concrete scheme is as follows：
A kind of steel plate built-in fitting construction method, including：
According to the size of steel plate and pre-buried position, by anchoring piece and shearing-resistant member positioning be fixed on building iron gap it
Between；
It is poured a concrete to building iron, the bottom end of the anchoring piece and the shearing-resistant member is pre-buried to described primary
In concrete, the top of the anchoring piece and the shearing-resistant member exposes to the upper surface of a concrete；
Measure the positional relationship of the anchoring piece and the shearing-resistant member；
According to the positional relationship, corresponding position opens up anchor hole and shearing resistance hole on the steel plate；
The steel plate is placed, the anchor hole is inserted on the top of the anchoring piece, the top of the shearing-resistant member is inserted into
The shearing resistance hole；And the anchoring piece and the steel plate, the shearing-resistant member and the steel plate are welded and fixed；
Second coagulation soil is poured into the gap between the lower surface of steel plate and a concrete upper surface.
Optionally, the positional relationship of the measurement anchoring piece and the shearing-resistant member, including：
Geomery extruded sheet identical with the steel plate is placed in the top of the anchoring piece and the shearing-resistant member simultaneously
Pressing, the anchoring piece and the shearing-resistant member extrude the position marking on the extruded sheet；
According to the positional relationship, corresponding position opens up anchor hole and shearing resistance hole on the steel plate, including：
The extruded sheet is aligned with the steel plate, the anchor hole and the shearing resistance hole are cut on the steel plate.
Optionally, described according to the positional relationship, corresponding position opens up anchor hole and shearing resistance hole on the steel plate, also wraps
It includes：
Weld positioning bar on the bottom surface of the steel plate, the positioning bar protrude from the height of the steel plate bottom surface with it is described
The thickness of second coagulation soil is equal.
Optionally, described according to the positional relationship, corresponding position opens up anchor hole and shearing resistance hole on the steel plate, also wraps
It includes：
The plug hole for being poured the second coagulation soil is opened up near the apex angle of the steel plate；It is opened on the steel plate
If gas vent.
Optionally, it is poured in the gap to the lower surface of steel plate between a concrete upper surface secondary
Concrete, including：
In the surrounding supporting module of the steel plate, the second coagulation soil is poured by the plug hole, until the row
Until slurry is discharged in stomata.
Optionally, described to be poured a concrete to building iron, including, vibration is constantly smash in casting process, is removed
Bubble；
Second coagulation soil is poured in the gap to the lower surface of steel plate between a concrete upper surface,
Wherein, the second coagulation soil is high-strength grout.
Optionally, described that anchoring piece and shearing-resistant member positioning are fixed between the gap of building iron, including：
The anchoring piece and the shearing-resistant member are welded on the building iron.
The present invention also provides a kind of steel plate pre-embedded devices, including the anchoring piece, shearing-resistant member and steel plate being independently arranged；
The anchoring piece and the shearing-resistant member are mutually fixed for being inserted into the gap of building iron with building iron, and
The top of the anchoring piece and the shearing-resistant member protrudes from the upper surface of a concrete；
Open up that present position is opposite in a concrete with the anchoring piece and the shearing-resistant member on the steel plate
The anchor hole answered and shearing resistance hole, the anchoring piece is inserted into being welded and fixed in the anchor hole and with the steel plate, described anti-
Part is cut to be inserted into being welded and fixed in the shearing resistance hole and with the steel plate.
Optionally, positioning bar is welded at the lower surface edge of the steel plate, the positioning bar protrudes from the steel plate bottom surface
Height it is equal with the thickness of the second coagulation soil；
Plug hole for being poured the second coagulation soil is opened up on the steel plate respectively and for the gas vent of exhaust.
Optionally, the tapered hole of taper is arranged in one end around the anchor hole, positioned at the upper surface of steel plate.
The present invention provides a kind of steel plate built-in fitting construction methods, and anchoring piece, shearing-resistant member and steel plate are mutually indepedent, first by anchor
Firmware and shearing-resistant member positioning are fixed between the gap of building iron, and are poured a concrete, by anchoring piece and shearing-resistant member
In the concrete of pre-buried to one time of bottom end, the positional relationship of the anchoring piece and shearing-resistant member that are positioned is measured, positional relationship is in steel accordingly
Corresponding position opens up anchor hole and shearing resistance hole on plate；Placing steel plate is inserted into anchoring piece and shearing-resistant member in corresponding hole, and welds
Fixation is connect, then is poured second coagulation soil into the gap between lower surface of steel plate and a concrete upper surface, completes built-in fitting
Setting.This scheme changes erection sequence, can be primary again with Interal fixation after the position of anchoring piece and shearing-resistant member determines
Property realize assembly, avoid between the anchor fluke on large area pre-embedded steel slab and reinforcing bar main body generate interference, accelerate installation speed.
The present invention also provides a kind of steel plate pre-embedded devices will including the anchoring piece, shearing-resistant member and steel plate being independently arranged
Originally the built-in fitting being fixed to each other is changed to three mutually independent structures, is filled by above-mentioned steel plate built-in fitting construction method
Match, identical technical effect may be implemented.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the flow chart of steel plate built-in fitting construction method of the present invention；
Fig. 2 is the top view of steel plate pre-embedded device；
Fig. 3 is the sectional view in the direction A-A in Fig. 2.
Include in figure：
Anchoring piece 1, shearing-resistant member 2, steel plate 3, positioning bar 31, plug hole 32, gas vent 33, a Concretes, second coagulation
Native B.
Specific embodiment
Core of the invention is to provide a kind of steel plate built-in fitting construction method, can be avoided between anchor fluke and building iron
Generate interference.
In order to make those skilled in the art more fully understand technical solution of the present invention, below in conjunction with attached drawing and specifically
Embodiment, explanation is described in detail to steel plate built-in fitting construction method and steel plate pre-embedded device of the invention.
The present invention provides a kind of steel plate built-in fitting construction methods, as shown in Figure 1, being steel plate built-in fitting construction party of the present invention
The flow chart of method comprising following steps：
Anchoring piece 1 and shearing-resistant member 2 are positioned the seam for being fixed on building iron by S1, the size according to steel plate 3 and pre-buried position
Between gap；Anchoring piece 1 and the setting of shearing-resistant member 2 are independent component, and when installation is separated from each other with steel plate 3；Anchoring piece 1 and shearing-resistant member
2 are respectively set multiple, and respective position is relatively evenly arranged according to design requirement, respectively solely due to anchoring piece 1 and shearing-resistant member 2
It halts position, each anchoring piece 1 and shearing-resistant member 2 can be accurately inserted into the gap of building iron, and opposite with building iron solid
It is fixed, keep the position of anchoring piece 1 and shearing-resistant member 2 constant.
S2, it is poured a concrete to building iron, by pre-buried to one time of the bottom end of anchoring piece 1 and shearing-resistant member 2 concrete
In, the top of anchoring piece 1 and shearing-resistant member 2 exposes to the upper surface of a concrete；After fixed anchors 1 and shearing-resistant member 2, pass through
Casting is embedded in a concrete, is completely fixed anchoring piece 1 and shearing-resistant member 2 after a concrete setting.
S3, the positional relationship for measuring anchoring piece 1 and shearing-resistant member 2；After anchoring piece 1 and shearing-resistant member 2 are fixed by concrete, position
It sets and just no longer changes, the position of the anchoring piece 1 and shearing-resistant member 2 that are embedded in concrete is measured with this, obtains dimension data.
S4, according to positional relationship, corresponding position opens up anchor hole and shearing resistance hole on steel plate 3；It determines anchoring piece 1 and resists
After the positional relationship for cutting part 2, anchor hole and shearing resistance hole are processed on steel plate 3 further according to positional relationship, is respectively used to for inserting
Fill anchoring piece 1 and shearing-resistant member 2.
S5, steel plate 3 is placed, anchor hole is inserted on the top of anchoring piece 1, the top of shearing-resistant member 2 is inserted into shearing resistance hole；And it will
Anchoring piece 1 is welded and fixed with steel plate 3, shearing-resistant member 2 and steel plate 3；By the above process, change traditional first by anchor fluke and steel plate phase
The fixed structure type being inserted into building iron.After the completion of welding, the shearing-resistant member 2 and steel of 3 upper surface of steel plate can be will protrude above
The cutting of 3 part of plate flushes.
S6, second coagulation soil is poured into the gap between 3 lower surface of steel plate and a concrete upper surface；Anchoring piece 1
After welding respectively with steel plate 3 with shearing-resistant member 2, inevitable there are gaps with a concrete surface, therefore are poured again into this gap
Second coagulation soil, is embedded into steel plate 3 in building completely by second coagulation soil.It is poured before two concrete, needs pair
The impurity of concrete surface is cleared up.
Steel plate built-in fitting construction party of the invention changes erection sequence, after the position of anchoring piece 1 and shearing-resistant member 2 determines
It is fixed with steel plate 3 again, it can disposably realize assembly, avoid generating between anchor fluke and the reinforcing bar main body on large area pre-embedded steel slab
Interference, accelerates installation speed.
On the basis of above scheme, the positional relationship of step S3, measurement anchoring piece 1 and shearing-resistant member 2 in the present invention, specifically
Including：
Geomery extruded sheet identical with steel plate 3 is placed in top and the pressing of anchoring piece 1 and shearing-resistant member 2, is anchored
Part 1 and shearing-resistant member 2 extrude the position marking on extruded sheet；Extruded sheet can be plastically deformed, by anchoring piece 1 and shearing-resistant member 2
Extruding after be recessed to form the marking in corresponding position, obtain the relative positional relationship of anchoring piece 1 and shearing-resistant member 2, it is not necessary to survey one by one
The size positions for measuring each anchoring piece 1 and shearing-resistant member 2, accelerate construction process.
Step S4, according to positional relationship, corresponding position opens up anchor hole and shearing resistance hole on steel plate 3, specifically includes：
Extruded sheet is aligned with steel plate 3 and is bonded, anchor hole and shearing resistance are cut on steel plate 3 according to the marking on extruded sheet
Hole, extruded sheet self-strength are lower, it is easy to be cut, therefore directly cut extrusion molding after extruded sheet and steel plate 3 are mutually aligned
Plate and steel plate.
Further, step S4, according to positional relationship, corresponding position opens up anchor hole and shearing resistance hole on steel plate 3, also
Include the following steps：
S41, positioning bar 31 is welded on the bottom surface of steel plate 3, the height that positioning bar 31 protrudes from 3 bottom surface of steel plate is mixed with secondary
The thickness for coagulating soil is equal, and positioning bar 31 with the upper surface of a concrete for contacting, for limiting steel plate 3 and a concrete
Between height, namely determine the casting thickness of second coagulation soil, positioning bar 31 is generally located on the edge or apex angle of steel plate 3
Place, general setting three or four.Certainly, split type cushion block can also be used in positioning bar 31, these specific structures should all
By protection of the invention.
Further, step S4, according to positional relationship, corresponding position opens up anchor hole and shearing resistance hole on steel plate 3, also
Include the following steps：
S42, plug hole 32 for being poured second coagulation soil is opened up near the apex angle of steel plate 3；The row of opening up on steel plate 3
Stomata 33, second coagulation soil enter in the gap between steel plate 3 and a concrete from plug hole 32, steel plate and a concrete
Between air discharged from gas vent 33.
Step S6, second coagulation soil is poured into the gap between 3 lower surface of steel plate and a concrete upper surface, specifically
Including：
In the surrounding supporting module of steel plate 3, second coagulation soil is poured by plug hole 32, until slurry is discharged in gas vent 33
Until material；The template of surrounding is bonded with the edge of steel plate 3, stops to limit by second coagulation soil surrounding by template, certainly,
If supporting module is also possible in a wider context, or in the downwardly projecting setting side wall of surrounding of steel plate 3, mixes for stopping
Solidifying soil.
Step S2, it is poured a concrete to building iron, the bottom end of anchoring piece 1 and shearing-resistant member 2 is pre-buried to primary mixed
In solidifying soil, specifically include：
Vibration is constantly smash in casting process, removes bubble removing, guarantees the Forming Quality of a concrete.
Step S6, second coagulation soil is poured into the gap between 3 lower surface of steel plate and a concrete upper surface,
In, second coagulation soil is high-strength grout, no longer smashes vibration when being poured second coagulation soil.
Step S1, according to the size of steel plate 3 and pre-buried position, anchoring piece 1 and the positioning of shearing-resistant member 2 are fixed on building iron
Gap between, specifically include：Anchoring piece 1 and shearing-resistant member 2 are welded on building iron, make anchoring piece 1 and shearing-resistant member 2 by one
Secondary concrete is fully wrapped around, and gap is not stayed in inside.
The present invention also provides a kind of steel plate pre-embedded devices, as shown in Fig. 2, being the top view of steel plate pre-embedded device；Fig. 3 is figure
The sectional view in the direction A-A in 2；Including the anchoring piece 1, shearing-resistant member 2 and steel plate 3 being independently arranged, A indicates a coagulation
Soil, B indicate second coagulation soil.The bottom end of anchoring piece 1 and shearing-resistant member 2 is for being inserted into the gap of building iron, and and building iron
Muscle is mutually fixed, and the top of anchoring piece 1 and shearing-resistant member 2 protrudes from the upper surface of a concrete.
The corresponding anchor hole in the position in a concrete and shearing resistance are opened up with anchoring piece 1 and shearing-resistant member 2 on steel plate 3
Hole, anchoring piece 1 are inserted into being welded and fixed in anchor hole and with steel plate 3, shearing-resistant member 2 be inserted into shearing resistance hole and with steel plate 3
It is welded and fixed.Steel plate pre-embedded device of the invention can be assembled by above-mentioned steel plate built-in fitting construction method, can avoid tradition
The problems such as interfering when anchor fluke is set on the steel plate in advance with the obstruction that building iron generates.Anchoring piece 1 can be cylindrical reinforcing bar,
Shearing-resistant member 2 can be made of angle steel.
Positioning bar 31 is welded at the lower surface edge of steel plate 3, the height that positioning bar 31 protrudes from 3 bottom surface of steel plate is mixed with secondary
The thickness for coagulating soil is equal, for limiting steel plate 3 with a concrete upper surface at a distance from, namely the thickness of determination second coagulation soil
Degree.
The plug hole 32 for being poured second coagulation soil and the gas vent 33 for exhaust are opened up on steel plate 3 respectively, it is secondary
Concrete enters in the gap between steel plate 3 and a concrete from plug hole 32, the air between steel plate and a concrete
It is discharged from gas vent 33, in order to avoid generate aeration second coagulation soil property amount.Gas vent 33 is arranged multiple, equably divides
On steel plate 3, plug hole 32 is arranged near the apex angle of steel plate 3 cloth, and the opening diameter of plug hole 33 is greater than gas vent.
As shown in figure 3, one end around anchor hole, positioned at 3 upper surface of steel plate is arranged the tapered hole of taper, bellmouth it is straight
Diameter is tapered from the top down, and anchoring piece 1 is welded and fixed with steel plate 3.
The foregoing description of the disclosed embodiments enables those skilled in the art to implement or use the present invention.
Various modifications to these embodiments will be readily apparent to those skilled in the art, as defined herein
General Principle can be realized in other embodiments without departing from the spirit or scope of the present invention.Therefore, this hair
It is bright to be not intended to be limited to the embodiments shown herein, and be to fit to and the principles and novel features disclosed herein phase
Consistent widest scope.
Claims (10)
1. a kind of steel plate built-in fitting construction method, which is characterized in that including：
According to the size of steel plate (3) and pre-buried position, anchoring piece (1) and shearing-resistant member (2) positioning are fixed on to the seam of building iron
Between gap；
It is poured a concrete to building iron, by the bottom end pre-buried to described one of the anchoring piece (1) and the shearing-resistant member (2)
In secondary concrete, the top of the anchoring piece (1) and the shearing-resistant member (2) exposes to the upper surface of a concrete；
Measure the positional relationship of the anchoring piece (1) and the shearing-resistant member (2)；
According to the positional relationship, corresponding position opens up anchor hole and shearing resistance hole on the steel plate (3)；
The steel plate (3) are placed, the anchor hole are inserted on the top of the anchoring piece (1), the top of the shearing-resistant member (2) is inserted
Enter to the shearing resistance hole；And the anchoring piece (1) and the steel plate (3), the shearing-resistant member (2) and the steel plate (3) are welded
It is fixed；
Second coagulation soil is poured into the gap between the steel plate (3) lower surface and a concrete upper surface.
2. steel plate built-in fitting construction method according to claim 1, which is characterized in that the measurement anchoring piece (1)
With the positional relationship of the shearing-resistant member (2), including：
Geomery and the steel plate (3) identical extruded sheet are placed in the top of the anchoring piece (1) and the shearing-resistant member (2)
It holds and presses, the anchoring piece (1) and the shearing-resistant member (2) extrude the position marking on the extruded sheet；
According to the positional relationship, corresponding position opens up anchor hole and shearing resistance hole on steel plate (3), including：
The extruded sheet is aligned with the steel plate (3), the anchor hole and the shearing resistance hole are cut on the steel plate (3).
3. steel plate built-in fitting construction method according to claim 1, which is characterized in that it is described according to the positional relationship,
Corresponding position opens up anchor hole and shearing resistance hole on steel plate (3), further includes：
Positioning bar (31) are welded on the bottom surface of the steel plate (3), the positioning bar (31) protrudes from the steel plate (3) bottom surface
Height is equal with the thickness of the second coagulation soil.
4. steel plate built-in fitting construction method according to claim 1, which is characterized in that it is described according to the positional relationship,
Corresponding position opens up anchor hole and shearing resistance hole on steel plate (3), further includes：
The plug hole (32) for being poured the second coagulation soil is opened up near the apex angle of the steel plate (3)；In the steel plate
(3) gas vent (33) are opened up on.
5. steel plate built-in fitting construction method according to claim 4, which is characterized in that described to the steel plate (3) following table
Second coagulation soil is poured in gap between face and a concrete upper surface, including：
In the surrounding supporting module of the steel plate (3), it is poured the second coagulation soil by the plug hole (32), until described
In gas vent (33) until discharge slurry.
6. steel plate built-in fitting construction method according to claim 1, which is characterized in that described primary to building iron casting
Concrete, including, vibration is constantly smash in casting process, removes bubble removing；
Second coagulation soil is poured in the gap between the steel plate (3) lower surface and a concrete upper surface,
Wherein, the second coagulation soil is high-strength grout.
7. steel plate built-in fitting construction method according to claim 1, which is characterized in that described by anchoring piece (1) and shearing resistance
Part (2) positioning is fixed between the gap of building iron, including：
The anchoring piece (1) and the shearing-resistant member (2) are welded on the building iron.
8. a kind of steel plate pre-embedded device, which is characterized in that including the anchoring piece (1), shearing-resistant member (2) and steel plate being independently arranged
(3)；
The anchoring piece (1) and the shearing-resistant member (2) are mutually fixed for being inserted into the gap of building iron with building iron,
And the top of the anchoring piece (1) and the shearing-resistant member (2) protrudes from the upper surface of a concrete；
The present position in a concrete is opened up with the anchoring piece (1) and the shearing-resistant member (2) on the steel plate (3)
Corresponding anchor hole and shearing resistance hole, the anchoring piece (1) are inserted into the anchor hole and weld with the steel plate (3) solid
Fixed, the shearing-resistant member (2) is inserted into the shearing resistance hole and is welded and fixed with the steel plate (3).
9. steel plate pre-embedded device according to claim 8, which is characterized in that welded at the lower surface edge of the steel plate (3)
It connects positioning bar (31), the positioning bar (31) protrudes from the height of the steel plate (3) bottom surface and the thickness of the second coagulation soil
It is equal；
Plug hole (32) for being poured the second coagulation soil is opened up on the steel plate (3) respectively and for the gas vent of exhaust
(33)。
10. steel plate pre-embedded device according to claim 9, which is characterized in that around the anchor hole, be located at the steel
The tapered hole of taper is arranged in one end of plate (3) upper surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810818603.0A CN108894335A (en) | 2018-07-24 | 2018-07-24 | A kind of steel plate built-in fitting construction method and steel plate pre-embedded device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810818603.0A CN108894335A (en) | 2018-07-24 | 2018-07-24 | A kind of steel plate built-in fitting construction method and steel plate pre-embedded device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108894335A true CN108894335A (en) | 2018-11-27 |
Family
ID=64351568
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810818603.0A Pending CN108894335A (en) | 2018-07-24 | 2018-07-24 | A kind of steel plate built-in fitting construction method and steel plate pre-embedded device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108894335A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777840A (en) * | 2019-10-26 | 2020-02-11 | 上海二十冶建设有限公司 | Construction method of equipment foundation embedded part at dense position of reinforcing steel bar |
| CN113802697A (en) * | 2021-08-31 | 2021-12-17 | 中冶(上海)钢结构科技有限公司 | Machining and embedding method for steel structure embedded part in dense steel bar area |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02300443A (en) * | 1989-12-28 | 1990-12-12 | Sekisui House Ltd | Mounting method for frame material for building |
| CN101672038A (en) * | 2009-09-18 | 2010-03-17 | 天津二十冶建设有限公司 | Method for fixing embedded part of large foundation side wall |
| CN201896365U (en) * | 2010-06-25 | 2011-07-13 | 国网直流工程建设有限公司四川工程建设部 | Installing and fixing device for flat plate pre-embedded piece on surface of concrete |
| CN102296813A (en) * | 2010-06-25 | 2011-12-28 | 贵阳铝镁设计研究院有限公司 | Construction method for steel column base and steel column base structure thereof |
| CN103388343A (en) * | 2013-07-31 | 2013-11-13 | 天津二十冶建设有限公司 | Super-long and large horizontal embedded part reverse construction method |
| CN203879041U (en) * | 2014-04-17 | 2014-10-15 | 中国建筑第八工程局有限公司 | Embedded plate positioning support frame |
| CN106968347A (en) * | 2017-04-13 | 2017-07-21 | 青岛建设集团有限公司 | A kind of wall heavy steel plate built-in fitting construction |
-
2018
- 2018-07-24 CN CN201810818603.0A patent/CN108894335A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH02300443A (en) * | 1989-12-28 | 1990-12-12 | Sekisui House Ltd | Mounting method for frame material for building |
| CN101672038A (en) * | 2009-09-18 | 2010-03-17 | 天津二十冶建设有限公司 | Method for fixing embedded part of large foundation side wall |
| CN201896365U (en) * | 2010-06-25 | 2011-07-13 | 国网直流工程建设有限公司四川工程建设部 | Installing and fixing device for flat plate pre-embedded piece on surface of concrete |
| CN102296813A (en) * | 2010-06-25 | 2011-12-28 | 贵阳铝镁设计研究院有限公司 | Construction method for steel column base and steel column base structure thereof |
| CN103388343A (en) * | 2013-07-31 | 2013-11-13 | 天津二十冶建设有限公司 | Super-long and large horizontal embedded part reverse construction method |
| CN203879041U (en) * | 2014-04-17 | 2014-10-15 | 中国建筑第八工程局有限公司 | Embedded plate positioning support frame |
| CN106968347A (en) * | 2017-04-13 | 2017-07-21 | 青岛建设集团有限公司 | A kind of wall heavy steel plate built-in fitting construction |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110777840A (en) * | 2019-10-26 | 2020-02-11 | 上海二十冶建设有限公司 | Construction method of equipment foundation embedded part at dense position of reinforcing steel bar |
| CN113802697A (en) * | 2021-08-31 | 2021-12-17 | 中冶(上海)钢结构科技有限公司 | Machining and embedding method for steel structure embedded part in dense steel bar area |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104695557B (en) | Steel structure building construction method for one-step pre-burying of foundation bolts | |
| CN105908977B (en) | Joint bar constructing structure and method | |
| CN105040970A (en) | High formwork system of comprehensive gymnasium and construction method thereof | |
| CN205857530U (en) | Joint bar positioner | |
| CN108894335A (en) | A kind of steel plate built-in fitting construction method and steel plate pre-embedded device | |
| CN107130628A (en) | The construction method of embedding anchor bolts flange and embedding anchor bolts | |
| CN106245770B (en) | Expanded letter variable cross-section annular stiffness beam construction method | |
| KR20090008715A (en) | Underground tunnel formation infrastructure establishment method | |
| CN106149878B (en) | Concrete frame structure prefabricated post and the connection structure and method at beam slab node | |
| CN218437540U (en) | Embedded joint bar component for cast-in-situ layer | |
| CN112458905A (en) | Splicing adjustment method for prefabricated capping beam and prefabricated stand column | |
| CN104947707B (en) | Horizontal embedded part installation method | |
| CN104196248A (en) | Reverse building method rear-inserting steel pipe column vertical positioning device and construction method thereof | |
| JP6478837B2 (en) | Grout injection method | |
| CN208586639U (en) | Equipment mounting tool | |
| CN207296429U (en) | A kind of cast-in-situ floor thickness control instrument | |
| JP2017014766A (en) | Grout injection method | |
| CN207794321U (en) | Monoblock type fills walling steel tie bar embedded part | |
| CN105643791B (en) | Precast wall body grout sleeve strip solid matter exposed steel bar accurate positioning die | |
| CN205857745U (en) | Joint bar constructing structure | |
| CN109944271B (en) | Equipment foundation construction method | |
| CN109440652B (en) | Full-scale model of fabricated bent cap pier pile and crack pouring construction process using full-scale model | |
| KR20190083898A (en) | Method for constructing continuous retaining wall having overlap array structure | |
| CN110206321A (en) | A kind of concrete vibrating auxiliary tool | |
| KR20120078217A (en) | Block out construction method for apparatus base |
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 |
Application publication date: 20181127 |
|
| RJ01 | Rejection of invention patent application after publication |