CN109109151A - A kind of assembled architecture gate strengthening member method - Google Patents
A kind of assembled architecture gate strengthening member method Download PDFInfo
- Publication number
- CN109109151A CN109109151A CN201811102040.1A CN201811102040A CN109109151A CN 109109151 A CN109109151 A CN 109109151A CN 201811102040 A CN201811102040 A CN 201811102040A CN 109109151 A CN109109151 A CN 109109151A
- Authority
- CN
- China
- Prior art keywords
- assembled architecture
- component
- gate
- architecture gate
- support rod
- 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
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B17/00—Details of, or accessories for, apparatus for shaping the material; Auxiliary measures taken in connection with such shaping
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Gates (AREA)
Abstract
The invention discloses a kind of assembled architecture gate strengthening member methods, comprising steps of in assembled architecture gate component (3) prefabrication process, in the pre-buried demoulding embedded part (1) in the two sides of the assembled architecture gate component (3);The demoulding embedded part (1) of assembled architecture gate component (3) two sides is connected and fixed by support rod (2);After the completion of the assembled architecture gate component (3) is transported and is lifted, the support rod (2) is disassembled.The assembled architecture gate component, which adds support rod in component hole upper and lower side, makes assembled architecture gate component be converted into window hole component, gate component is set to be converted into window hole component, efficiently solve the cracking generated in prefabricated part hanging and transportational process by discontinuity, ensure component conveying and installation quality, avoiding influences the duration due to component fracture is withdrawn from the arena, and ensure that the structure safety of assembly.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of assembled architecture gate strengthening member method.
Background technique
The structure type of popularization with government to assembled architecture, prefabricated member is more and more diversified, while also can
Lifting and transport are faced to the damage problem of component.Since gate element structure is asymmetric, component in hoisting process because
Discontinuity cause component right angle root crack, due to gate member height is larger and concrete ratio it is smaller during transportation when
Vehicle, which jolts, easily causes component right angle root cracking and the problem that fractures;To influence component quality, structure safety is threatened, for damage
Bad serious component need to withdraw from the arena processing, seriously affect project progress.
In conclusion the problems such as how efficiently solving damage of the component in transport and hoisting process, is current ability
Field technique personnel's urgent problem.
Summary of the invention
The object of the present invention is to provide a kind of assembled architecture gate strengthening member method, the assembled architecture gate components
Reinforcement means efficiently solves the problems such as damage of the component in transport and hoisting process.
In order to solve the above technical problems, the invention provides the following technical scheme:
A kind of assembled architecture gate strengthening member method, comprising steps of
During assembled architecture gate element precast, in the pre-buried demoulding in two sides of the assembled architecture gate component
Embedded part;
The demoulding embedded part of the assembled architecture gate component two sides is connected and fixed by support rod;
After the completion of the assembled architecture gate component conveying and lifting, the support rod is disassembled.
Preferably, in the step of pre-buried demoulding embedded part in the two sides in the assembled architecture gate component, specially
In the two sides embedded nut of the assembled architecture gate component.
Preferably, through-hole is opened up in the end of the support rod, bolt end passes through the through-hole and screws in the nut
It is fastened.
Preferably, the pre-buried demoulding embedded part in the two sides in the assembled architecture gate component is specially in the assembly
Distinguish the pre-buried at least two demoulding embedded part in the two sides that formula builds gate component.
Preferably, pre-buried at the top and bottom 450-500mm in the assembled architecture gate component apart from door opening
Two demoulding embedded parts.
Preferably, the support rod is horizontally disposed, and the support rod is specially channel steel.
Assembled architecture gate strengthening member method provided by the present invention, comprising steps of in assembled architecture gate structure
In part prefabrication process, in the pre-buried demoulding embedded part in the two sides of assembled architecture gate component.Assembled architecture gate component is prefabricated
Demoulding embedded part is added in assembled architecture gate component during the preparation process, demoulds embedded part and assembled architecture gate by part
Component becomes whole.The demoulding embedded part of assembled architecture gate component two sides is connected and fixed by support rod.Support rod
The demoulding embedded part of assembled architecture gate component two sides is connected, demoulding embedded part facilitates support rod to connect, and builds assembled
It builds gate component and is converted into window hole component, the two sides of assembled architecture gate component are one in transport and hoisting process at this time
Whole, intensity is higher, the cracking that will not be generated by discontinuity in lifting and transportational process.In assembled architecture gate
After the completion of component conveying and lifting, support rod is disassembled.Restore the structure of assembled architecture gate component, normal use.
Assembled architecture gate strengthening member method provided by the present invention, at component hole, upper and lower side, which adds support rod, makes
Assembled architecture gate component is converted into window hole component, and gate component is made to be converted into window hole component, efficiently solves prefabricated
The cracking generated in lifting component and transportational process by discontinuity, it is ensured that component conveying and installation quality avoid
The duration is influenced due to component fracture is withdrawn from the arena, ensure that the structure safety of assembly.
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 structure of a kind of assembled architecture gate strengthening member method provided by specific embodiment in the present invention
Schematic diagram.
It is marked in attached drawing as follows:
1- demoulds embedded part, 2- support rod, 3- assembled architecture gate component.
Specific embodiment
Core of the invention is to provide a kind of assembled architecture gate strengthening member method, the assembled architecture gate component
Reinforcement means efficiently solves the problems such as damage of the component in transport and hoisting process.
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Referring to FIG. 1, Fig. 1 is assembled architecture gate strengthening member provided by specific embodiment a kind of in the present invention
The structural schematic diagram of method.
In a specific embodiment, assembled architecture gate strengthening member method provided by the present invention, including step
It is rapid:
S1: pre-buried de- in the two sides of assembled architecture gate component 3 in 3 prefabrication process of assembled architecture gate component
Mould embedded part 1.Assembled architecture gate component 3 is prefabricated component, and demoulding embedded part 1 is added to assembled architecture door during the preparation process
In type component 3, demoulding embedded part 1 and assembled architecture gate component 3 becomes whole.
S2: the demoulding embedded part 1 of 3 two sides of assembled architecture gate component is connected and fixed by support rod 2.Support rod
2 connect the demoulding embedded part 1 of 3 two sides of assembled architecture gate component, and demoulding embedded part 1 facilitates support rod 2 to connect, and make to assemble
Formula building gate component 3 is converted into window hole component, and the two sides of assembled architecture gate component 3 are in transport and hoisting process at this time
In be integral, intensity is higher, the cracking that will not be generated by discontinuity in lifting and transportational process.
S3: after the completion of assembled architecture gate component 3 transports and lifts, support rod 2 is disassembled.Restore assembled
Build the structure of gate component 3, normal use.
Assembled architecture gate strengthening member method provided by the present invention, at component hole, upper and lower side adds support rod 2
So that assembled architecture gate component 3 is converted into window hole component, gate component is made to be converted into window hole component, efficiently solves pre-
The cracking generated in lifting component processed and transportational process by discontinuity, it is ensured that component conveying and installation quality avoid
The duration is influenced due to component fracture is withdrawn from the arena, ensure that the structure safety of assembly.
Above-mentioned assembled architecture gate strengthening member method is only a kind of preferred embodiment, is specifically not limited thereto, herein
On the basis of can make according to actual needs have targetedly adjust, so that different embodiments is obtained, in assembled architecture
In the step of pre-buried demoulding embedded part 1 in the two sides of gate component 3, specially in the pre-buried spiral shell in two sides of assembled architecture gate component 3
Mother, demoulding embedded part 1 are specially nut, can be connected the two sides of assembled architecture gate component 3 by support rod 2 by screw thread
Get up, facilitates support rod 2 to connect, be threaded to and be detachably connected, facilitate the subsequent disassembly of support rod 2.Certainly, it is built in assembled
The two sides embedded nut of gate component 3 is built, only a kind of preferred embodiment, is not that uniquely, can also be other suitable
The two sides of suitable mode, such as pre-buried hook, assembled architecture gate component 3 are got up by pre-buried hook connects, all of the invention
In protection scope.
On the basis of above-mentioned specific embodiment, those skilled in the art can be according to the difference of specific occasion, to dress
Several changes are carried out with formula building gate strengthening member method, open up through-hole in the end of support rod 2, bolt end passes through through-hole
And screw in nut and fastened, cooperated by bolts and nuts and connect the two sides of assembled architecture gate component 3, operated
It is convenient, embedded nut is not damaged, it is reusable.
Obviously, under the guidance of this thought, those skilled in the art can be according to the difference of specific occasion to above-mentioned
Specific embodiment carries out several changes, and in the two sides of assembled architecture gate component 3, pre-buried demoulding embedded part 1 is specially and is assembling
Formula builds the pre-buried at least two demouldings embedded part 1 of two sides difference of gate component 3, and the quantity for demoulding embedded part 1 is more, assembled architecture
The two sides fixation of gate component 3 is more secured, and intensity, stability are more preferable, are less also easy to produce problem of Cracking.But demould embedded part 1
Quantity wants moderate, cannot be too many, and when too many, installation, dismantlement work amount increase, and the working time is longer, higher cost.
It is important to note that assembled architecture gate strengthening member method provided by the present invention is not intended to be limited to
Such situation, in the pre-buried two demouldings embedded part 1 in the top and bottom of assembled architecture gate component 3, two demoulding embedded parts 1 can be with
It is separately positioned at the 450-500mm of door opening top and bottom, such as at 450mm, at this time assembled architecture gate component 3
Two sides fixation, globality is higher.
Assembled architecture gate strengthening member method provided by the present invention, in the immovable situation of other components, branch
Strut 2 is horizontally disposed, and support attachment force is larger, and support rod 2 is not easy to rotate, and the formula that is linked and packed builds gate component 3
Two sides effect is preferable.Support rod 2 is specially channel steel, for example is C14a channel steel, and intensity is higher, is not easy to be crushed, be separately connected.Support
Bar 2 is that channel steel is a kind of preferred embodiment, is not that uniquely, can also be other suitable connecting rods, such as angle
Steel, square steel, all within the scope of the present invention.
Each embodiment in this specification is described in a progressive manner, the highlights of each of the examples are with other
The difference of embodiment, the same or similar parts in each embodiment may refer to each other.
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, of the invention
It is not intended to be limited to the embodiments shown herein, and is to fit to and the principles and novel features disclosed herein phase one
The widest scope of cause.
Claims (6)
1. a kind of assembled architecture gate strengthening member method, which is characterized in that comprising steps of
It is pre-buried de- in the two sides of the assembled architecture gate component (3) in assembled architecture gate component (3) prefabrication process
Mould embedded part (1);
The demoulding embedded part (1) of assembled architecture gate component (3) two sides has been connected and fixed by support rod (2)
Come;
After the completion of the assembled architecture gate component (3) is transported and is lifted, the support rod (2) is disassembled.
2. assembled architecture gate strengthening member method according to claim 1, which is characterized in that described in the assembly
Formula was built in the step of pre-buried demoulding embedded part (1) in two sides of gate component (3), specially in the assembled architecture gate component
(3) two sides embedded nut.
3. assembled architecture gate strengthening member method according to claim 2, which is characterized in that in the support rod
(2) end opens up through-hole, and bolt end passes through the through-hole and screws in the nut and fastened.
4. assembled architecture gate strengthening member method according to claim 1-3, which is characterized in that it is described
The pre-buried demoulding embedded part (1) in the two sides of the assembled architecture gate component (3) is specially in the assembled architecture gate component
(3) distinguish the pre-buried at least two demoulding embedded part (1) in two sides.
5. assembled architecture gate strengthening member method according to claim 4, which is characterized in that built in the assembled
Build pre-buried two demoulding embedded parts (1) at top and bottom 450-500mm of the gate component (3) apart from door opening.
6. assembled architecture gate strengthening member method according to claim 4, which is characterized in that the support rod (2)
Horizontally disposed, the support rod (2) is specially channel steel.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811102040.1A CN109109151A (en) | 2018-09-20 | 2018-09-20 | A kind of assembled architecture gate strengthening member method |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201811102040.1A CN109109151A (en) | 2018-09-20 | 2018-09-20 | A kind of assembled architecture gate strengthening member method |
Publications (1)
Publication Number | Publication Date |
---|---|
CN109109151A true CN109109151A (en) | 2019-01-01 |
Family
ID=64859954
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201811102040.1A Pending CN109109151A (en) | 2018-09-20 | 2018-09-20 | A kind of assembled architecture gate strengthening member method |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN109109151A (en) |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2607035A3 (en) * | 2011-12-22 | 2014-07-09 | Elematic Oy Ab | Method and equipment for treating concrete products |
CN107059667A (en) * | 2016-12-29 | 2017-08-18 | 中交第二公路勘察设计研究院有限公司 | Door shape assembled armored concrete box culvert and its construction method |
CN207092119U (en) * | 2017-08-29 | 2018-03-13 | 中国建筑第二工程局有限公司 | Assembled tower crane foundation cushion |
-
2018
- 2018-09-20 CN CN201811102040.1A patent/CN109109151A/en active Pending
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2607035A3 (en) * | 2011-12-22 | 2014-07-09 | Elematic Oy Ab | Method and equipment for treating concrete products |
CN107059667A (en) * | 2016-12-29 | 2017-08-18 | 中交第二公路勘察设计研究院有限公司 | Door shape assembled armored concrete box culvert and its construction method |
CN207092119U (en) * | 2017-08-29 | 2018-03-13 | 中国建筑第二工程局有限公司 | Assembled tower crane foundation cushion |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN105951610A (en) | Support structure assisting in cantilever beam construction and construction method | |
CN108756890A (en) | A kind of sliding mode system being in the milk for vertical shaft concreting and rock mass | |
CN108049628A (en) | Assembled architecture outer wall quickly pacifies form removal system and construction method without outrigger | |
CN208844914U (en) | A kind of spring layer hanging seat and climbing apparatus | |
CN107237272A (en) | Crash barrier template structure and anticollision barrier casting system | |
CN102182150A (en) | Installation method of externally hung steel template for anti-collision guardrail construction outside viaduct | |
CN111705747A (en) | Sliding template assembly for river retaining wall | |
CN205775888U (en) | A kind of supporting structure of auxiliary boom beam construction | |
CN110735530A (en) | external wall steel formwork and internal wall aluminum formwork combination system and operation method thereof | |
CN207436503U (en) | Efficient construction of precast floorslab hangs membrane module | |
CN109109151A (en) | A kind of assembled architecture gate strengthening member method | |
CN107217601A (en) | A kind of I beam bridges panel construction method | |
CN109944164A (en) | Self-elevating hollow thin-wall pier roller die system and construction method thereof | |
CN207296399U (en) | Continuous placing is molded overall assembled stair template system | |
CN108240113A (en) | Detachably across the support device at hole and method | |
CN109371848A (en) | The longitudinal temporary connecting structure and method of suspension bridge concrete stiffening girder installation | |
CN104948004B (en) | A kind of site safety manages revolving enclosure wall | |
CN209721345U (en) | Detachable adjustable type hanging device for reinforced concrete column | |
CN209011132U (en) | A kind of fixed foundation pit berm structure of assembled two point | |
CN209703294U (en) | A kind of Collison fence for bridge formwork for placing lifting ruggedized construction | |
CN207620433U (en) | A kind of suspension type riding track mounting structure based on central tube | |
CN207314793U (en) | Operating platform between a kind of regularization precast stair | |
CN207538506U (en) | The independent supporting rack of efficient construction of precast floorslab | |
JPH06323504A (en) | Large size suspension type boiler overhauling method | |
CN107700819B (en) | Tower column construction internal climbing frame and tower column construction method adopting same |
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: 20190101 |
|
RJ01 | Rejection of invention patent application after publication |