CN108035539A - A kind of sleeper plate device and the method using its construction assembled building sleeper - Google Patents
A kind of sleeper plate device and the method using its construction assembled building sleeper Download PDFInfo
- Publication number
- CN108035539A CN108035539A CN201810014039.7A CN201810014039A CN108035539A CN 108035539 A CN108035539 A CN 108035539A CN 201810014039 A CN201810014039 A CN 201810014039A CN 108035539 A CN108035539 A CN 108035539A
- Authority
- CN
- China
- Prior art keywords
- sleeper
- panel
- reinforcing bar
- pieces
- explosion
- 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
- 241001669679 Eleotris Species 0.000 title claims abstract description 175
- 238000010276 construction Methods 0.000 title claims abstract description 41
- 238000000034 method Methods 0.000 title claims abstract description 11
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 57
- 239000012528 membrane Substances 0.000 claims abstract description 45
- 238000005266 casting Methods 0.000 claims abstract description 15
- 230000002787 reinforcement Effects 0.000 claims abstract description 7
- 238000013461 design Methods 0.000 claims abstract description 6
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 5
- 229910052782 aluminium Inorganic materials 0.000 claims description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000005516 engineering process Methods 0.000 abstract description 3
- 238000009417 prefabrication Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 6
- 238000012423 maintenance Methods 0.000 description 3
- 238000003032 molecular docking Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000004411 aluminium Substances 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000009413 insulation Methods 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
- 238000012545 processing Methods 0.000 description 1
- 230000008439 repair process Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0651—One-piece elements
- E04G17/0652—One-piece elements fully recoverable
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of sleeper plate device of the present invention and the method using its construction assembled building sleeper, are related to prefabrication and assembly construction field of engineering technology.For the problem that easily there is quick-fried mould phenomenon, the increase of reparation construction difficulty in existing sleeper panel.It includes at least one piece of sleeper panel, positioned at the side of spaced two pieces of precast facades；At least one piece of outer wall template, positioned at the opposite side of two pieces of precast facades；Multiple explosion-proof membrane modules, are arranged at intervals, explosion-proof membrane module includes reinforcing bar and some connectors along the short transverse of sleeper panel；Reinforcing bar is arranged at the outside of sleeper panel, one end of connector is through sleeper panel and reinforcing bar and is locked, the other end of connector is through outer wall template and is locked, what at least one sleeper panel, adjacent two pieces of precast facades and outer wall template enclosed sleeper treats casting area, assembling reinforcement and cast-in-place concrete in casting area are treated in sleeper, after concrete reaches the intensity of design requirement, explosion-proof membrane module is removed.
Description
Technical field
The present invention relates to prefabrication and assembly construction field of engineering technology, more particularly to a kind of sleeper plate device and using its construction dress
Method with formula building sleeper.
Background technology
In the precast facade work progress of assembled architecture, it need to construct in the correspondence position of contiguous prefabricated outer wall joint dark
Column, in general, replacing template by prefabricated panel, prefabricated panel is fixed on precast facade by split bolt, then, in prefabricated panel
Assembling reinforcement and cast-in-place concrete in the region of enclosing.
However, still have problems with the cast-in-place construction of sleeper concrete：Prefabricated panel can be subject to horizontal direction
Pressure, especially prefabricated panel the latter half stress bigger, and the horizontal restraint power of split bolt is inadequate, frequently results in prefabricated panel
There is quick-fried mould phenomenon, and the prefabricated panel after breakage repairs difficulty and repairing cost is higher, seriously affects engineering construction matter
Amount.
The content of the invention
Poured for existing using prefabricated panel instead of template in the work progress of sleeper, prefabricated panel quick-fried mould easily occurs and shows
The problem of increasing as, reparation construction difficulty.Assembled the object of the present invention is to provide a kind of sleeper plate device and using its construction
The method that formula builds sleeper, sleeper panel are realized detachable connection by multiple explosion-proof membrane modules with outer wall template, can be kept away
Exempt from sleeper panel and quick-fried mould phenomenon occur, structure is safe and reliable, reduces the expense of sleeper later period maintenance, ensure that the construction of sleeper
Quality.
The technical solution adopted by the present invention to solve the technical problems is：A kind of sleeper plate device, it includes at least one
Block sleeper panel, positioned at the side of spaced two pieces of precast facades；At least one piece of outer wall template, it is described prefabricated positioned at two pieces
The opposite side of exterior wall；Multiple explosion-proof membrane modules, are arranged at intervals, the explosion-proof membrane module bag along the short transverse of the sleeper panel
Include reinforcing bar and some connectors；The reinforcing bar of the explosion-proof membrane module is arranged at the outside of the sleeper panel, the connection
One end of part is through the sleeper panel and the reinforcing bar and is locked, and the other end of the connector runs through the exterior wall
Template is simultaneously locked, and at least one sleeper panel, adjacent two pieces of precast facades and outer wall template enclose sleeper
Treat casting area.
Preferably, the connector includes Screw arbor with nut at both-ends and nut, Screw arbor with nut at both-ends through sleeper panel and reinforcing bar and by
Nut check is fixed, and the other end of Screw arbor with nut at both-ends is fixed through outer wall template and by nut check.
Preferably, the reinforcing bar includes being arranged in parallel and at interval two rod pieces, and is fixed between two rod pieces
Some columns, the connector further includes some gaskets, between the Screw arbor with nut at both-ends of the connector is between two rod pieces
Gap and gasket on the outside of it are simultaneously fixed by nut check.
Preferably, the reinforcing bar is made of a rod piece of rectangular cross-section, and the reinforcing bar be equipped with it is some with
The matched bolt hole of Screw arbor with nut at both-ends of the connector.
Preferably, the reinforcing bar is made of aluminum corner brace, angle bar or square steel.
Preferably, the sleeper panel is made of insulating layer and concrete layer.
In addition, present invention also offers a kind of method using the construction assembled building sleeper of sleeper plate device, step
It is as follows：
S1：Lift sleeper plate device, will at least one piece of sleeper panel be vertically installed on spaced two pieces it is prefabricated outer
The side of wall, outer wall template is set up in the opposite side of two pieces of precast facades, along the short transverse interval of the sleeper panel
Some explosion-proof membrane modules are set, and the reinforcing bar of the explosion-proof membrane module is arranged at the outside of the sleeper panel, the connector
One end through the sleeper panel and the reinforcing bar and be locked, the other end of the connector runs through the exterior wall
Template is simultaneously locked so that the sleeper panel, adjacent two pieces of precast facades and outer wall template enclose treating for sleeper
Casting area；
S2：Assembling reinforcement and cast-in-place concrete in casting area are treated in the sleeper, treat that concrete reaches design requirement
Intensity after, remove the explosion-proof membrane module.
Preferably, the spacing of the two neighboring explosion-proof membrane module is 40cm~60cm.
Effect of the invention is that：
First, sleeper plate device of the invention includes at least one piece of sleeper panel, at least one piece of outer wall template, and multiple
What explosion-proof membrane module, sleeper panel, spaced two pieces of precast facades, and outer wall template enclosed sleeper treats pouring area
Domain, sleeper panel and outer wall template realize detachable connection by multiple explosion-proof membrane modules, the sleeper plate device it is beneficial
Effect is as follows：
1st, sleeper panel and outer wall template realize detachable connection by multiple explosion-proof membrane modules, and the setting of reinforcing member carries
The high intensity of sleeper panel, in the follow-up pouring construction of sleeper concrete, can avoid sleeper panel from quick-fried mould phenomenon, knot occur
Structure is safe and reliable, reduces the expense of sleeper later period maintenance, ensure that the construction quality of sleeper；
2nd, sleeper panel and outer wall template realize detachable connection by multiple explosion-proof membrane modules, are tied up easy to sleeper reinforcing bar
Construction is pricked, reduces difficulty of construction, is conducive to improve the construction quality of assembled architecture entirety；
3rd, the explosion-proof membrane module after dismantling can be recycled, and reduce construction cost.
2nd, it is first, prefabricated outer at two pieces using the construction assembled method for building sleeper of sleeper plate device of the present invention
Assemble that sleeper panel and outer wall template form sleeper between wall 1 treats casting area, and the reinforcing bar of explosion-proof membrane module is coated on secretly
The outside of pole panel, one end of connector through sleeper panel and reinforcing bar and are locked, and the other end of connector runs through
Outer wall template is simultaneously locked, assembling reinforcement and cast-in-place concrete again after sleeper panel and outer wall template are stably connected with so that dark
Rod structure fixes as one with adjacent two pieces of precast facades, so as to effectively prevent the stress vulnerable area of sleeper slab joint from occurring
Quick-fried mould phenomenon, improves the construction quality of sleeper, moreover, the sleeper plate device is assembled, assembling and dismounting construction are quick
It is convenient, improve work efficiency, shorten the construction period.
Brief description of the drawings
Fig. 1 is the position relationship schematic diagram of sleeper plate device and precast facade in one embodiment of the invention；
Fig. 2 is the structure diagram of the explosion-proof membrane module of one embodiment of the invention；
Fig. 3 is the structure diagram of the connector of one embodiment of the invention；
Fig. 4 is the schematic diagram of the sleeper after the completion of the construction of one embodiment of the invention；
Fig. 5 is the position relationship schematic diagram of sleeper plate device and precast facade in another embodiment of the present invention；
Fig. 6 is the schematic diagram of the sleeper after the completion of the construction of another embodiment of the present invention.
Figure label is as follows：
Precast facade 1；Sleeper plate device 10；L-shaped sleeper panel 11；I shape sleeper panel 12；
Explosion-proof membrane module 20；L-shaped reinforcing bar 21；I shapes reinforcing bar 22；Column 23；Connector 24；Screw arbor with nut at both-ends 24a；Nut
24b；Gasket 24c；Outer wall template 30；Sleeper 40.
Embodiment
Filled below in conjunction with the drawings and specific embodiments to a kind of sleeper plate device proposed by the present invention and using its construction
Method with formula building sleeper is described in further detail.According to following explanation and claims, advantages of the present invention and
Feature will become apparent from.It should be noted that attached drawing uses using very simplified form and non-accurate ratio, only to side
Just the purpose of the embodiment of the present invention, is lucidly aided in illustrating.For sake of convenience, " on ", " under " described below and attached drawing
Upper and lower direction is consistent, but this can't be the limitation of technical solution of the present invention.
Embodiment one：Illustrate the sleeper plate device 10 of the present invention with reference to Fig. 1 to Fig. 4, the sleeper 40 of the present embodiment is located at
The rotation angle position of adjacent and spaced two pieces of precast facades 1, outer wall template 30 is set up in the outside of two pieces of precast facades 1,
And floor face is supported in by diagonal brace (not shown), above-mentioned sleeper plate device 10 includes one piece of L-shaped sleeper panel 11, one piece
I shape sleeper panel 12, and multiple explosion-proof membrane modules 20, explosion-proof membrane module 20 include L-shaped reinforcing bar 21,22 and of I shapes reinforcing bar
Some connectors 24；As shown in Figure 1, docking L-shaped sleeper panel 11 and I shape sleeper panel 12, adjacent two pieces of precast facades 1 with
And outer wall template 30 encloses the casting area for the treatment of of sleeper 40, height side of multiple explosion-proof membrane modules 20 along L-shaped sleeper panel 11
To interval setting, the L-shaped reinforcing bar 21 of explosion-proof membrane module 20 is coated on the outside of L-shaped sleeper panel 11, some connectors 24
One end is through L-shaped sleeper panel 11 and L-shaped reinforcing bar 21 and is locked, and the other end of connector 24 runs through outer wall template 30 simultaneously
It is locked, I shapes reinforcing bar 22 is arranged at the outside of I shape sleeper panel 12, and I shape sleeper face is run through in one end of some connectors 24
Plate 12 and I shapes reinforcing bar 22 are simultaneously locked, and the other end of connector 24 sequentially passes through precast facade 1 and outer wall template 30 and locks
Fasten, that is to say, that L-shaped sleeper panel 11 and I shape sleeper panel 12 are connected by explosion-proof membrane module 20 with outer wall template 30
It is integrated, then, casting area cast-in-place concrete is treated in sleeper, after concrete reaches the intensity of design requirement, such as Fig. 4 institutes
Show, remove explosion-proof membrane module 20, complete the construction of adjacent two pieces of precast facades, 1 angle position sleeper 40.
The sleeper plate device 10 of the present invention includes at least one piece of sleeper panel, at least one piece of outer wall template 30, Yi Jiduo
A explosion-proof membrane module 20, sleeper panel, spaced two pieces of precast facades 1, and outer wall template 30 enclose treating for sleeper
Casting area, sleeper panel realize detachable connection with outer wall template 30 by multiple explosion-proof membrane modules 20, the sleeper template
Device 10 has the beneficial effect that：
1st, sleeper panel and outer wall template 30 realize detachable connection by multiple explosion-proof membrane modules 20, and reinforcing member is set
The intensity for improving sleeper panel is put, in the follow-up pouring construction of sleeper concrete, sleeper panel can be avoided quick-fried mould occur and showed
As structure is safe and reliable, reduces the expense of sleeper later period maintenance, ensure that the construction quality of sleeper；
2nd, sleeper panel and outer wall template 30 realize detachable connection by multiple explosion-proof membrane modules 20, easy to sleeper steel
Muscle binding construction, reduces difficulty of construction, is conducive to improve the construction quality of assembled architecture entirety；
3rd, the explosion-proof membrane module 20 after dismantling can be recycled, and reduce construction cost.
As shown in figures 1 and 3, above-mentioned connector 24 includes Screw arbor with nut at both-ends 24a and nut 24b, is respectively arranged at L-shaped sleeper
The Screw arbor with nut at both-ends 24a of 11 two right-angle sides of panel extends through L-shaped sleeper panel 11 and L-shaped reinforcing bar 21 and is locked by nut 24b
Fasten, be arranged at the Screw arbor with nut at both-ends 24a of 12 side of I shape sleeper panel through the another of I shape sleeper panel 12 and I shapes reinforcing bar 22
One end is simultaneously locked by nut 24b, and the other end of Screw arbor with nut at both-ends 24a is locked admittedly through outer wall template 30 and by nut 24b
It is fixed.Realize that L-shaped sleeper panel 11, I shape sleeper panel 12 are connected bonding strength with the bolt of outer wall template 30 by connector 24
Height, and it is convenient for disassembly and assembly.The preferred 14# Screw arbor with nut at both-ends of Screw arbor with nut at both-ends 24a of the present embodiment.The structure of the connecting rod 24 of the present embodiment
Form is only an example, it is not limited to this.
Please continue to refer to Fig. 2, the L-shaped reinforcing bar 21 or I shapes reinforcing bar 22 of the present embodiment include being arranged in parallel and at interval
Two rod pieces, and some columns 23 being fixed between two rod pieces, connector 24 further include some gasket 24c, gasket 24c
Outside diameter be more than the spacing of two rod pieces, gap between two rod pieces of the Screw arbor with nut at both-ends 24a of connector 24 and be located at
Gasket 24c on the outside of it is simultaneously locked by nut 24b.The L-shaped reinforcing bar 21 or I shapes reinforcing bar 22 are simple in structure, are easy to add
Work, Screw arbor with nut at both-ends 24a can be operated more convenient in the gap flexible modulation horizontal level between two rod pieces.
Above-mentioned L-shaped reinforcing bar 21 or I shapes reinforcing bar 22 can be made of section bars such as aluminum corner brace, angle bar or square steel, to ensure to reinforce
The rigidity of bar, the L-shaped reinforcing bar 21 or I shapes reinforcing bar 22 of the present embodiment are preferably made of 5# aluminum corner braces, and aluminium is light, lifts and applies
Work is more convenient.
As shown in Figure 1, the I shape sleeper panel 12 of the present embodiment is from inside to outside by insulating layer 12b and concrete layer 12a systems
Into similar, the structure of L-shaped sleeper panel 11 is same, and it is reference that this, which sentences sleeper cylinder, and " interior " refers to close to sleeper cylinder
Center, " outer " refer to away from sleeper cylinder center, certainly, also can be according to requirement of engineering, using outside insulating layer, inner side concrete layer
Sleeper panel, can be achieved heat insulation effect, be not construed as limiting herein.
Embodiment two：What is different from the first embodiment is that the L-shaped reinforcing bar 21 or I shapes reinforcing bar 22 of the present embodiment are by section
It is made of a rod piece of rectangle, and L-shaped reinforcing bar 21 or I shapes reinforcing bar 22 are equipped with some and Screw arbor with nut at both-ends of connector 24
The matched bolts hole of 24a, the processing bolt hole in reinforcing bar, live to be connected with sleeper panel bolts in advance, easy to operate,
Technical scheme can be achieved.
Embodiment three：Unlike embodiment one and embodiment two, as shown in figure 5, the sleeper 40 of the present embodiment is located at
Between spaced two pieces of precast facades 1, rather than corner, the I shape sleeper panels 12 of two pieces of docking, adjacent two pieces it is prefabricated outer
Wall 1 and outer wall template 30 enclose the casting area for the treatment of of sleeper 40, and multiple explosion-proof membrane modules 20 are along I shape sleeper panel 12
Short transverse is arranged at intervals, as shown in fig. 6, after concrete cast-in-situ constructs and reaches the intensity of design requirement, removes explosion-proof module
Part 20, completes the construction of sleeper 40 between precast facade 1.
Example IV：Illustrate to utilize the construction assembled building sleeper of sleeper plate device of the invention with reference to Fig. 1 to Fig. 4
Method, comprises the following steps that：
S1：As shown in Figure 1, outer wall template 30 is set up in the outside of two pieces of precast facades 1, and by diagonal brace (not shown)
Floor face is supported in, lifting sleeper plate device 10, the L-shaped sleeper panel 11 of docking and I shape sleeper panel 12 are vertically installed
Between two pieces of precast facades 1 so that L-shaped sleeper panel 11, I shape sleeper panel 12, adjacent two pieces of precast facades 1 and outer wall mould
What plate 30 enclosed sleeper 40 treats casting area, and some explosion-proof membrane modules are arranged at intervals along the short transverse of L-shaped sleeper panel 11
20, the L-shaped reinforcing bar 21 of explosion-proof membrane module 20 is coated on the outside of L-shaped sleeper panel 11, and one end of connector 24 is dark through L-shaped
Pole panel 11 and L-shaped reinforcing bar 21 are simultaneously locked, and the other end of connector 24 through outer wall template 30 and is locked, I
Shape reinforcing bar 22 is installed on the outside of I shape sleeper panel 12, and I shape sleeper panel 12 and I shapes are run through in one end of some connectors 24
Reinforcing bar 22 is simultaneously locked, and the other end of connector 24 sequentially passes through precast facade 1 and outer wall template 30 and is locked；
S2：As shown in figure 4, treating assembling reinforcement and cast-in-place concrete in casting area in sleeper 40, treat that concrete reaches
After the intensity of design requirement, explosion-proof membrane module 20 is removed, completes the construction of sleeper 40 between precast facade 1.
Using the method for the construction assembled building sleeper of the sleeper plate device of the present invention, first, in two pieces of precast facades 1
Between assemble that sleeper panel and outer wall template 30 form sleeper treat casting area, the reinforcing bar of explosion-proof membrane module 20 is coated on secretly
The outside of pole panel, one end of connector 24 through sleeper panel and reinforcing bar and are locked, the other end of connector 24
Through outer wall template 30 and it is locked, assembling reinforcement and cast-in-place coagulation again after sleeper panel and outer wall template 30 are stably connected with
Soil so that sleeper structure fixes as one with adjacent two pieces of precast facades, so as to effectively prevent that the stress of sleeper slab joint is thin
There is quick-fried mould phenomenon in weak part, improves the construction quality of sleeper 40, moreover, the sleeper plate device 10 is assembled, assembling
And dismounting construction rapid and convenient, improve work efficiency, shorten the construction period.
Above-mentioned explosion-proof membrane module 20 is arranged at intervals along the short transverse of sleeper panel, and two neighboring explosion-proof membrane module 20
Spacing is 40cm~60cm, and above-mentioned spacing, which is set, ensures that sleeper panel can bear the horizontal pressure force of cast-in-place concrete and constant
Shape, and sleeper panel will not be made to influence its intensity due to drilling overstocked, between the two neighboring explosion-proof membrane module 20 of the present embodiment
Away from preferred 50cm.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to right.
Claims (8)
- A kind of 1. sleeper plate device, it is characterised in that including：At least one piece of sleeper panel, positioned at the side of spaced two pieces of precast facades；At least one piece of outer wall template, positioned at the opposite side of two pieces of precast facades；Multiple explosion-proof membrane modules, are arranged at intervals, the explosion-proof membrane module includes reinforcing bar along the short transverse of the sleeper panel With some connectors；The reinforcing bar of the explosion-proof membrane module is arranged at the outside of the sleeper panel, and one end of the connector is through described dark Pole panel and the reinforcing bar are simultaneously locked, and the other end of the connector through the outer wall template and is locked, extremely What a few sleeper panel, adjacent two pieces of precast facades and outer wall template enclosed sleeper treats casting area.
- 2. sleeper plate device according to claim 1, it is characterised in that：The connector includes Screw arbor with nut at both-ends and spiral shell Mother, Screw arbor with nut at both-ends are fixed through sleeper panel and reinforcing bar and by nut check, and the other end of Screw arbor with nut at both-ends runs through outer wall template And fixed by nut check.
- 3. sleeper plate device according to claim 2, it is characterised in that：The reinforcing bar includes parallel and is arranged at intervals Two rod pieces, and some columns being fixed between two rod pieces, the connector further include some gaskets, the connection Gap of the Screw arbor with nut at both-ends of part between two rod pieces and the gasket on the outside of it are simultaneously fixed by nut check.
- 4. sleeper plate device according to claim 2, it is characterised in that：The reinforcing bar is by one of rectangular cross-section Rod piece is made, and the reinforcing bar is equipped with some and connector matched bolt hole of Screw arbor with nut at both-ends.
- 5. sleeper plate device according to claim 1, it is characterised in that：The reinforcing bar is by aluminum corner brace, angle bar or square steel It is made.
- 6. sleeper plate device according to claim 1, it is characterised in that：The sleeper panel is by insulating layer and concrete Layer is made.
- 7. using the method such as the construction assembled building sleeper of claim 1 to 6 any one of them sleeper plate device, it is special Sign is that step is as follows：S1：Sleeper plate device is lifted, at least one piece of sleeper panel is vertically installed on spaced two pieces of precast facades Side, outer wall template is set up in the opposite side of two pieces of precast facades, is arranged at intervals along the short transverse of the sleeper panel Some explosion-proof membrane modules, the reinforcing bar of the explosion-proof membrane module are arranged at the outside of the sleeper panel, and the one of the connector End is through the sleeper panel and the reinforcing bar and is locked, and the other end of the connector runs through the outer wall template And it is locked so that the sleeper panel, adjacent two pieces of precast facades and outer wall template enclose sleeper and wait to pour Region；S2：Assembling reinforcement and cast-in-place concrete in casting area are treated in the sleeper, treat that concrete reaches the strong of design requirement After degree, the explosion-proof membrane module is removed.
- 8. according to the method described in claim 7, it is characterized in that：The spacing of the two neighboring explosion-proof membrane module for 40cm~ 60cm。
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810014039.7A CN108035539A (en) | 2018-01-08 | 2018-01-08 | A kind of sleeper plate device and the method using its construction assembled building sleeper |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810014039.7A CN108035539A (en) | 2018-01-08 | 2018-01-08 | A kind of sleeper plate device and the method using its construction assembled building sleeper |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108035539A true CN108035539A (en) | 2018-05-15 |
Family
ID=62099273
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810014039.7A Pending CN108035539A (en) | 2018-01-08 | 2018-01-08 | A kind of sleeper plate device and the method using its construction assembled building sleeper |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108035539A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565943A (en) * | 2019-08-23 | 2019-12-13 | 中国十七冶集团有限公司 | steel back edge for reinforcing combined type assembled cast-in-situ hidden column template and mounting method |
Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5117600A (en) * | 1987-07-16 | 1992-06-02 | Tafi Trade And Finance Establishment | Building structure having high blast and penetration resistance |
| CN104120883A (en) * | 2014-08-06 | 2014-10-29 | 辽宁舜德国泰科工贸有限公司 | Construction method for non-removal fire-prevention heat-preservation building component formwork |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN105442737A (en) * | 2015-12-21 | 2016-03-30 | 河北安能绿色建筑科技有限公司 | Novel composite heat insulation floor board and construction method thereof |
| CN105714963A (en) * | 2016-03-07 | 2016-06-29 | 中国建筑股份有限公司 | Inorganic lightweight composite thermal insulation integrated outer wall handing board system and mounting method thereof |
| CN205475901U (en) * | 2016-03-07 | 2016-08-17 | 中国建筑股份有限公司 | Inorganic light compound incubation integration exterior wall cladding system |
| CN106088579A (en) * | 2016-06-12 | 2016-11-09 | 中冶天工集团有限公司 | The erection method of reinforced concrete wall template |
| CN205742988U (en) * | 2016-06-12 | 2016-11-30 | 中冶天工集团有限公司 | The explosion-proof membrane module of template one word piece |
| CN106193581A (en) * | 2016-08-31 | 2016-12-07 | 广州市轻能建材有限公司 | A kind of building template assembly |
| CN106437140A (en) * | 2016-07-06 | 2017-02-22 | 江苏江中集团有限公司 | Vault shear wall anti-explosion and drilling-resistant formwork erecting construction method |
| CN106499070A (en) * | 2015-09-08 | 2017-03-15 | 上海宝冶集团有限公司 | The construction method of connecting sewing between assembled architecture component and component |
| CN206174195U (en) * | 2016-09-29 | 2017-05-17 | 沈阳建筑大学建筑设计研究院 | Assembled concrete shear force wall split, assemble connection structure |
| CN106894633A (en) * | 2017-03-22 | 2017-06-27 | 中冶建工集团有限公司 | The cast in situs method of small-size concrete component |
| CN107100299A (en) * | 2017-06-19 | 2017-08-29 | 麦高德（吉林）工业化建筑技术有限公司 | A kind of non-dismantling formwork composite exterior wall and its method of construction |
| CN107130791A (en) * | 2017-06-03 | 2017-09-05 | 二十二冶集团精密锻造有限公司 | Combining aluminum alloy mould plate is used for the construction method of assembly concrete precast construction |
| CN206667740U (en) * | 2017-04-07 | 2017-11-24 | 姜志斌 | A kind of sheet-pile-shear wall structure building based on prefabricated reinforced concrete hollow template |
| CN207847083U (en) * | 2018-01-08 | 2018-09-11 | 上海建工二建集团有限公司 | A kind of sleeper plate device |
-
2018
- 2018-01-08 CN CN201810014039.7A patent/CN108035539A/en active Pending
Patent Citations (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5117600A (en) * | 1987-07-16 | 1992-06-02 | Tafi Trade And Finance Establishment | Building structure having high blast and penetration resistance |
| CN104120883A (en) * | 2014-08-06 | 2014-10-29 | 辽宁舜德国泰科工贸有限公司 | Construction method for non-removal fire-prevention heat-preservation building component formwork |
| CN106499070A (en) * | 2015-09-08 | 2017-03-15 | 上海宝冶集团有限公司 | The construction method of connecting sewing between assembled architecture component and component |
| CN105317137A (en) * | 2015-10-14 | 2016-02-10 | 史世英 | Prefabricated wall, prefabricated wallboard, construction method of prefabricated wall and production method of prefabricated wallboard |
| CN105442737A (en) * | 2015-12-21 | 2016-03-30 | 河北安能绿色建筑科技有限公司 | Novel composite heat insulation floor board and construction method thereof |
| CN105714963A (en) * | 2016-03-07 | 2016-06-29 | 中国建筑股份有限公司 | Inorganic lightweight composite thermal insulation integrated outer wall handing board system and mounting method thereof |
| CN205475901U (en) * | 2016-03-07 | 2016-08-17 | 中国建筑股份有限公司 | Inorganic light compound incubation integration exterior wall cladding system |
| CN106088579A (en) * | 2016-06-12 | 2016-11-09 | 中冶天工集团有限公司 | The erection method of reinforced concrete wall template |
| CN205742988U (en) * | 2016-06-12 | 2016-11-30 | 中冶天工集团有限公司 | The explosion-proof membrane module of template one word piece |
| CN106437140A (en) * | 2016-07-06 | 2017-02-22 | 江苏江中集团有限公司 | Vault shear wall anti-explosion and drilling-resistant formwork erecting construction method |
| CN106193581A (en) * | 2016-08-31 | 2016-12-07 | 广州市轻能建材有限公司 | A kind of building template assembly |
| CN206174195U (en) * | 2016-09-29 | 2017-05-17 | 沈阳建筑大学建筑设计研究院 | Assembled concrete shear force wall split, assemble connection structure |
| CN106894633A (en) * | 2017-03-22 | 2017-06-27 | 中冶建工集团有限公司 | The cast in situs method of small-size concrete component |
| CN206667740U (en) * | 2017-04-07 | 2017-11-24 | 姜志斌 | A kind of sheet-pile-shear wall structure building based on prefabricated reinforced concrete hollow template |
| CN107130791A (en) * | 2017-06-03 | 2017-09-05 | 二十二冶集团精密锻造有限公司 | Combining aluminum alloy mould plate is used for the construction method of assembly concrete precast construction |
| CN107100299A (en) * | 2017-06-19 | 2017-08-29 | 麦高德（吉林）工业化建筑技术有限公司 | A kind of non-dismantling formwork composite exterior wall and its method of construction |
| CN207847083U (en) * | 2018-01-08 | 2018-09-11 | 上海建工二建集团有限公司 | A kind of sleeper plate device |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110565943A (en) * | 2019-08-23 | 2019-12-13 | 中国十七冶集团有限公司 | steel back edge for reinforcing combined type assembled cast-in-situ hidden column template and mounting method |
| CN110565943B (en) * | 2019-08-23 | 2021-09-07 | 中国十七冶集团有限公司 | Steel back edge for reinforcing combined type assembled cast-in-situ hidden column template and mounting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104088397B (en) | A kind of prefabricated post and precast construction method thereof | |
| CN103935911B (en) | Tower crane attached wall supporting construction and construction method thereof | |
| CN108019076A (en) | Large-size rebar concrete silo construction method and the device for conical shell construction | |
| CN104929148B (en) | The upside-down mounting hardened system of generation power foundation of wind power ring group plinth and reinforcement means thereof | |
| CN109162437B (en) | Integral steel platform for multi-cylinder steel plate shear wall and construction method thereof | |
| CN2474571Y (en) | Suspending steel jacket box used for tie beam construction of two column bridge pier under water | |
| CN108035539A (en) | A kind of sleeper plate device and the method using its construction assembled building sleeper | |
| CN207847083U (en) | A kind of sleeper plate device | |
| CN112921785A (en) | Telescopic sliding formwork device for prefabricating steel-concrete composite beam | |
| CN211849246U (en) | Reverse hoisting system suitable for high-pile wharf | |
| KR100814442B1 (en) | Concrete mold for flat plate slab/flat slab and construction method using the same | |
| CN110424601B (en) | Concrete pouring anti-floating device for composite floor slab with fabricated structure and implementation method | |
| CN204959933U (en) | Upper and lower diplopore concrete circulating pipe ditch template | |
| CN104234418A (en) | Early removal formwork for fabrication of reinforced concrete beams and construction method thereof | |
| CN110056181A (en) | A kind of subsided rest room assembly steel form and construction method | |
| CN118547573A (en) | Template system for integrally pouring bridge pier and tie beam | |
| CN214737292U (en) | Telescopic sliding formwork device for prefabricating steel-concrete composite beam | |
| CN111926860B (en) | Basement steel column water stop treatment method | |
| CN104908150B (en) | A kind of piping shaft making template and the method based on factorial praluction piping shaft | |
| CN214301830U (en) | A prefabricated post installs positioner fast for rim of a cup basis | |
| CN210239112U (en) | Sinking type assembled steel formwork for toilet | |
| CN114033234A (en) | Novel main tower crown structure and sectional installation method thereof | |
| KR101258330B1 (en) | Temporary supporting system of steel beam and construstion method thereof | |
| CN106088398A (en) | A kind of combined wall board | |
| CN101922239B (en) | Steel die-concrete underpinning device and construction method thereof |
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: 20180515 |