CN110130632A - A kind of interlayer template and its installation method for aseismatic joint construction - Google Patents
A kind of interlayer template and its installation method for aseismatic joint construction Download PDFInfo
- Publication number
- CN110130632A CN110130632A CN201910353206.5A CN201910353206A CN110130632A CN 110130632 A CN110130632 A CN 110130632A CN 201910353206 A CN201910353206 A CN 201910353206A CN 110130632 A CN110130632 A CN 110130632A
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- Prior art keywords
- template
- support device
- intermediate tube
- interlayer
- joint construction
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/18—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring for double walls
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of interlayer templates and its installation method for aseismatic joint construction, it is connect including the template for formwork and with the template side and be used to support the support device of the template, the not haftplatte with wall connecting is connected on the other side of the template.By using pearlite slab, so that armored concrete is with aluminum alloy pattern plate without directly contacting to solve the problems, such as cohesive force.By using aluminum alloy pattern plate, retain certain space for form removal.By using adjustable screw, and then reduce difficulty of construction.
Description
Technical field
The present invention relates to building fields, in particular to a kind of interlayer template and its installation for aseismatic joint construction
Method.
Background technique
Due to the width very little of aseismatic joint, for the aseismic joint width of framework house, not when height is no more than 15m
Should be less than 100mm, highly more than 15m when, 6 degree, 7 degree, 8 degree and 9 degree every increase height 5m, 4m, 3m and 2m respectively preferably widen
20mm, the aseismic joint width in Frame-shear Wall Structure house are no less than the 70% of above-mentioned specified value, seismic wall structure house
Aseismic joint not be preferably less than above-mentioned numerical value 50%, and be not less than 100mm.Support template is needed simultaneously in so small width
There is equal armored concrete some strength could remove, and concrete can have certain cohesive force with template, for removing mould
Plate has certain difficulty of construction, so Industry is the template that do not remove in aseismic joint at present, this is to when an earthquake occurs
Two solitary buildings have great destruction.
Summary of the invention
The invention proposes a kind of interlayer templates for aseismatic joint construction and its installation method to solve described problem,
To achieve the goals above, the present invention adopts the following technical scheme:
It is a kind of for aseismatic joint construction interlayer template, connect including the template for formwork and with the template side and
It is used to support the support device of the template, the not haftplatte with wall connecting is connected on the other side of the template.
Further, the support device includes screw rod, the intermediate tube being placed on outside the screw rod and is connected in described
Between pipe both ends two telescoping tubes.
It further, further include the level meter being nested on the intermediate tube in the support device.
Further, there is hexagonal structure on the telescoping tube outside in the support device.
Further, the not haftplatte is pearlite slab, with a thickness of 5-8mm.
Further, the template is aluminum alloy pattern plate, with a thickness of 0-5mm.
Further, the fixing seat being fixedly connected with the support device is provided in the template.
Further, the fixing seat is detachably connected with the support device.
Further, the not haftplatte is adhered by stamping die agent and the template certain time.
A kind of installation method of the interlayer template for aseismatic joint construction, comprising the following steps:
Step 1: making the template: the template is made by a monolith aluminium sheet, and aluminium sheet is equipped with to be filled with the support
Set the compatible Support Position for being fixedly connected；
Step 2: making the support device: the support device include screw rod, the intermediate tube being placed on outside the screw rod with
And it is connected to two telescoping tubes at the intermediate tube both ends；It further include the nested water on the intermediate tube in the support device
Level；Symmetrical and coaxial inner conductor a spin-ended screw is connected on the side wall at the both ends of the intermediate tube；It is described
The both ends of screw rod all have external screw thread；
The inner end of two telescoping tubes is equipped with the screw hole matched with the screw rod；And the spin-ended screw and two institutes
The outer surface for stating the inner end of telescoping tube matches.A positioning screw for running through the intermediate tube is bolted in the middle part of the intermediate tube,
Meanwhile the middle part of the screw rod is equipped with a through-hole, the positioning screw is passed through out of described through-hole；
Step 3: assembling, lifting the template and support device: make two pieces of templates and support device are spelled
It is fitted together；
Step 4: filling the not haftplatte: one end that the template is not connect with the support device in the template
On coat stamping die agent, then the not haftplatte is adhered in the template；
Step 5: casting concrete: concreting pipe being protruded into from top to bottom, side concrete perfusion, Bian Tisheng is poured
Pipe；
Step 6: removing the template and the support device: after concrete strength reaches collapsible die intensity, first shrinking
Then the support device drives the template to be detached from, and the not haftplatte and the wall bond, and can directly remove described
Template and the support device.
Advantageous effects obtained by the present invention are:
1, by using pearlite slab, so that armored concrete is with aluminum alloy pattern plate without directly contacting to solve cohesive force
Problem.
2, by using aluminum alloy pattern plate, retain certain space for form removal.
3, by using adjustable screw, and then difficulty of construction is reduced.
Detailed description of the invention
From following description with reference to the accompanying drawings it will be further appreciated that the present invention.Component in figure is not drawn necessarily to scale,
But it focuses on and shows in the principle of embodiment.In different views, identical appended drawing reference specifies corresponding part.
Fig. 1 be in one of embodiment of the present invention it is a kind of for aseismatic joint construction interlayer template and its installation method structure
Schematic diagram；
Description of symbols: 1- wall；2- support device；3- not haftplatte；4- template.
Specific embodiment
In order to enable the objectives, technical solutions, and advantages of the present invention are more clearly understood, below in conjunction with embodiment, to this
Invention is further elaborated；It should be appreciated that described herein, the specific embodiments are only for explaining the present invention, and does not have to
It is of the invention in limiting.To those skilled in the art, after access is described in detail below, other systems of the present embodiment
System, method and/or feature will become obvious.All such additional systems, method, feature and advantage are intended to be included in
It in this specification, is included within the scope of the invention, and by the protection of the appended claims.In description described in detail below
The other feature of the disclosed embodiments, and these characteristic roots will be apparent according to described in detail below.
The same or similar label correspond to the same or similar components in the attached drawing of the embodiment of the present invention；It is retouched in of the invention
In stating, it is to be understood that if the orientation or positional relationship for having the instructions such as term " on ", "lower", "left", "right" is based on attached drawing
Shown in orientation or positional relationship, be merely for convenience of description of the present invention and simplification of the description, rather than indication or suggestion is signified
Device or component must have a particular orientation, be constructed and operated in a specific orientation, therefore positional relationship is described in attached drawing
Term only for illustration, should not be understood as the limitation to this patent, for the ordinary skill in the art, can
To understand the concrete meaning of above-mentioned term as the case may be.
The present invention is a kind of interlayer template and its installation method for aseismatic joint construction, is told about according to Fig. 1 following
Embodiment:
Embodiment one:
A kind of interlayer template for aseismatic joint construction, connect including the template 4 for formwork and with 4 side of template
And it is used to support the support device 2 of the template 4, not haftplatte 3 connecting with wall 1 are connected on the other side of the template 4.
Further, the support device 2 includes screw rod, the intermediate tube being placed on outside the screw rod and is connected in described
Between pipe both ends two telescoping tubes.
It further, further include the level meter being nested on the intermediate tube in the support device 2.
Further, there is hexagonal structure on the telescoping tube outside in the support device 2.
Further, the not haftplatte 3 is pearlite slab, with a thickness of 5-8mm.
Further, the template 4 is aluminum alloy pattern plate, with a thickness of 10-15mm.
Further, the fixing seat being fixedly connected with the support device 2 is provided in the template 4.
Further, the fixing seat is detachably connected with the support device 2.
Further, the not haftplatte 3 is adhered by stamping die agent and 4 certain time of template.
A kind of installation method of the interlayer template for aseismatic joint construction, comprising the following steps:
Step 1: making the template 4: the template 4 is made by a monolith aluminium sheet, and aluminium sheet is equipped with and the support
The compatible Support Position for being fixedly connected of device 2；
Step 2: making the support device 2: the support device 2 includes screw rod, the intermediate tube being placed on outside the screw rod
And it is connected to two telescoping tubes at the intermediate tube both ends；It further include on the nested and intermediate tube in the support device 2
Level meter；2 symmetrical and coaxial inner conductor spin-ended screws are connected on the side wall at the both ends of the intermediate tube；
The both ends of the screw rod all have external screw thread；
The inner end of two telescoping tubes is equipped with the screw hole matched with the screw rod；And the spin-ended screw and two institutes
The outer surface for stating the inner end of telescoping tube matches.A positioning screw for running through the intermediate tube is bolted in the middle part of the intermediate tube,
Meanwhile the middle part of the screw rod is equipped with a through-hole, the positioning screw is passed through out of described through-hole；
Step 3: assembling, lifting the template 4 and support device 2: make two pieces of templates 4 are filled with support
2 are set to be bolted together；
Step 4: filling not haftplatte 3 in the template 4: the template 4 is not connect with the support device 2
Stamping die agent is coated on one end, and then the not haftplatte 3 is adhered in the template 4；
Step 5: casting concrete: concreting pipe being protruded into from top to bottom, side concrete perfusion, Bian Tisheng is poured
Pipe；
Step 6: removing the template 4 and the support device 2: after concrete strength reaches collapsible die intensity, first receiving
Contract the support device 2, and the template 4 is then driven to be detached from, and the not haftplatte 3 and the wall 1 bond, and can directly tear open
Except the template 4 and the support device 2.
Embodiment two:
A kind of interlayer template for aseismatic joint construction, connect including the template 4 for formwork and with 4 side of template
And it is used to support the support device 2 of the template 4, not haftplatte 3 connecting with wall 1 are connected on the other side of the template 4.
The support device 2 is located at the two sides on the same axis of the template 4 with the not haftplatte 3.
Further, the support device 2 includes screw rod, the intermediate tube being placed on outside the screw rod and is connected in described
Between pipe both ends two telescoping tubes.2 symmetrical and coaxial inner conductors have been connected on the side wall at the both ends of the intermediate tube
Spin-ended screw；The both ends of the screw rod all have external screw thread.The inner end of two telescoping tubes is equipped with and the spiral shell
The screw hole that bar is matched；And the outer surface of the inner end of the spin-ended screw and two telescoping tubes matches.The intermediate tube
Middle part is bolted with a positioning screw for running through the intermediate tube, meanwhile, the middle part of the screw rod is equipped with a through-hole, the positioning screw
It is passed through out of described through-hole.
It further, further include the level meter being nested on the intermediate tube in the support device 2, the level meter is used
In measuring, whether the support device 2 is horizontal, and then whether the determining template 4 is perpendicular to ground.
Further, have on the telescoping tube outside in the support device 2 for being clamped laborsaving dismounting and tightening
Hexagonal structure.
Further, the not haftplatte 3 is pearlite slab, and with a thickness of 5-8mm, the thickness is not while influencing construction
It can play a role.
Further, the template 4 be aluminum alloy pattern plate, with a thickness of 10-15mm, the thickness do not influence construction while again energy
Guarantee certain intensity.
Further, the fixing seat being fixedly connected with the support device 2 is provided in the template 4.The fixing seat
With cavity compatible with the telescoping tube, there is clamping structure compatible with the telescoping tube in the cavity.
Further, the fixing seat is detachably connected with the support device 2.The fixing seat is tied by the clamping
Structure and the support device 2 are clamped, and have certain angle that can rotate, and then be can be convenient the template 4 and filled with the support
Set 2 docking.
Further, the not haftplatte 3 is adhered by stamping die agent and 4 certain time of template.The stamping die agent can be with
So that the not haftplatte 3 is adhered in the preparation stage with the template 4, and after the completion of construction, i.e. casting concrete and coagulation
When soil reaches collapsible die intensity, the not haftplatte 3 is not adhered with the template 4.
A kind of installation method of the interlayer template for aseismatic joint construction, comprising the following steps:
Step 1: making the template 4: the template 4 is made by a monolith aluminium sheet, and aluminium sheet is equipped with and the support
The compatible Support Position for being fixedly connected of device 2；
Step 2: making the support device 2: the support device 2 includes screw rod, the intermediate tube being placed on outside the screw rod
And it is connected to two telescoping tubes at the intermediate tube both ends；It further include on the nested and intermediate tube in the support device 2
Level meter；2 symmetrical and coaxial inner conductor spin-ended screws are connected on the side wall at the both ends of the intermediate tube；
The both ends of the screw rod all have external screw thread；
The inner end of two telescoping tubes is equipped with the screw hole matched with the screw rod；And the spin-ended screw and two institutes
The outer surface for stating the inner end of telescoping tube matches.A positioning screw for running through the intermediate tube is bolted in the middle part of the intermediate tube,
Meanwhile the middle part of the screw rod is equipped with a through-hole, the positioning screw is passed through out of described through-hole；
Step 3: assembling, lifting the template 4 and support device 2: make two pieces of templates 4 are filled with support
2 are set to be bolted together；
Step 4: filling not haftplatte 3 in the template 4: the template 4 is not connect with the support device 2
Stamping die agent is coated on one end, and then the not haftplatte 3 is adhered in the template 4；
Step 5: casting concrete: concreting pipe being protruded into from top to bottom, side concrete perfusion, Bian Tisheng is poured
Pipe；
Step 6: removing the template 4 and the support device 2: after concrete strength reaches collapsible die intensity, first receiving
Contract the support device 2, and the template 4 is then driven to be detached from, and the not haftplatte 3 and the wall 1 bond, and can directly tear open
Except the template 4 and the support device 2.
Embodiment three:
A kind of interlayer template for aseismatic joint construction, connect including the template 4 for formwork and with 4 side of template
And it is used to support the support device 2 of the template 4, not haftplatte 3 connecting with wall 1 are connected on the other side of the template 4.
The support device 2 is located at the two sides on the same axis of the template 4 with the not haftplatte 3.
Further, the support device 2 includes screw rod, the intermediate tube being placed on outside the screw rod and is connected in described
Between pipe both ends two telescoping tubes.2 symmetrical and coaxial inner conductors have been connected on the side wall at the both ends of the intermediate tube
Spin-ended screw；The both ends of the screw rod all have external screw thread.The inner end of two telescoping tubes is equipped with and the spiral shell
The screw hole that bar is matched；And the outer surface of the inner end of the spin-ended screw and two telescoping tubes matches.The intermediate tube
Middle part is bolted with a positioning screw for running through the intermediate tube, meanwhile, the middle part of the screw rod is equipped with a through-hole, the positioning screw
It is passed through out of described through-hole.
It further, further include the level meter being nested on the intermediate tube in the support device 2, the level meter is used
In measuring, whether the support device 2 is horizontal, and then whether the determining template 4 is perpendicular to ground.
Further, have on the telescoping tube outside in the support device 2 for being clamped laborsaving dismounting and tightening
Hexagonal structure.
Further, the not haftplatte 3 is pearlite slab, and with a thickness of 5-8mm, the thickness is not while influencing construction
It can play a role.
Further, the template 4 is the enough templates of relatively thin and intensity, such as thin alloy sheets, with a thickness of 10-
15mm, the thickness can guarantee certain intensity while not influencing construction again.
Further, the fixing seat being fixedly connected with the support device 2 is provided in the template 4.The fixing seat
With cavity compatible with the telescoping tube, there is clamping structure compatible with the telescoping tube in the cavity.
Further, the fixing seat is detachably connected with the support device 2.The fixing seat is tied by the clamping
Structure and the support device 2 are clamped, and have certain angle that can rotate, and then be can be convenient the template 4 and filled with the support
Set 2 docking.
Further, the not haftplatte 3 is adhered by stamping die agent and 4 certain time of template.The stamping die agent can be with
So that the not haftplatte 3 is adhered in the preparation stage with the template 4, and after the completion of construction, i.e. casting concrete and coagulation
When soil reaches collapsible die intensity, the not haftplatte 3 is not adhered with the template 4.
A kind of installation method of the interlayer template for aseismatic joint construction, comprising the following steps:
Step 1: making the template 4: the template 4 is made by a monolith alloy sheets, alloy sheets be equipped with it is described
The compatible Support Position for being fixedly connected of support device 2；
Step 2: making the support device 2: the support device 2 includes screw rod, the intermediate tube being placed on outside the screw rod
And it is connected to two telescoping tubes at the intermediate tube both ends；It further include on the nested and intermediate tube in the support device 2
Level meter；2 symmetrical and coaxial inner conductor spin-ended screws are connected on the side wall at the both ends of the intermediate tube；
The both ends of the screw rod all have external screw thread；
The inner end of two telescoping tubes is equipped with the screw hole matched with the screw rod；And the spin-ended screw and two institutes
The outer surface for stating the inner end of telescoping tube matches.A positioning screw for running through the intermediate tube is bolted in the middle part of the intermediate tube,
Meanwhile the middle part of the screw rod is equipped with a through-hole, the positioning screw is passed through out of described through-hole；
Step 3: assembling, lifting the template 4 and support device 2: make two pieces of templates 4 are filled with support
2 are set to be bolted together；
Step 4: filling not haftplatte 3 in the template 4: the template 4 is not connect with the support device 2
Stamping die agent is coated on one end, and then the not haftplatte 3 is adhered in the template 4；
Step 5: casting concrete: concreting pipe being protruded into from top to bottom, side concrete perfusion, Bian Tisheng is poured
Pipe；
Step 6: removing the template 4 and the support device 2: after concrete strength reaches collapsible die intensity, first receiving
Contract the support device 2, and the template 4 is then driven to be detached from, and the not haftplatte 3 and the wall 1 bond, and can directly tear open
Except the template 4 and the support device 2.
The present invention provides a kind of interlayer template and its installation method for aseismatic joint construction, by using pearlite slab,
So that armored concrete is with aluminum alloy pattern plate without directly contacting to solve the problems, such as cohesive force.By using aluminum alloy pattern plate, to remove
Template retains certain space.By using adjustable screw, and then reduce difficulty of construction.
Although describing the present invention by reference to various embodiments above, but it is to be understood that of the invention not departing from
In the case where range, many changes and modifications can be carried out.That is methods discussed above, system and equipment are examples.
Various configurations can be omitted suitably, replace or add various processes or component.For example, in alternative configuration, can with institute
The order in a different order of description executes method, and/or can add, and omits and/or combine various parts.Moreover, about certain
The features of a little configuration descriptions can be combined with various other configurations, can such as combine in a similar way the different aspect of configuration with
Element.In addition, can update as technology develops element therein, i.e., many elements are examples, are not intended to limit the disclosure or power
The range that benefit requires.
Give detail in the description to provide to the thorough understanding for including the exemplary configuration realized.However,
Configuration can be practiced without these specific details for example, having been illustrated with well-known circuit, and process is calculated
Method, structure and technology are without unnecessary details, to avoid fuzzy configuration.The description only provides example arrangement, and unlimited
The scope of the claims processed, applicability or configuration.It is used on the contrary, front will provide the description of configuration for those skilled in the art
Realize the enabled description of described technology.It, can be to the function of element without departing from the spirit or the scope of the present disclosure
It can and arrange and carry out various changes.
To sum up, be intended to foregoing detailed description be considered as it is illustrative and not restrictive, and it is to be understood that below
Claim (including all equivalents) is intended to limit the spirit and scope of the present invention.The above embodiment is interpreted as only using
In illustrating the present invention rather than limit the scope of the invention.After the content for having read record of the invention, technology
Personnel can make various changes or modifications the present invention, these equivalence changes and modification equally fall into the claims in the present invention and limited
Fixed range.
Claims (10)
1. it is a kind of for aseismatic joint construction interlayer template, which is characterized in that including for formwork template (4) and with the mould
Plate (4) side connects and is used to support the support devices (2) of the template (4), be connected on the other side of the template (4) with
The not haftplatte (3) of wall (1) connection.
2. a kind of interlayer template for aseismatic joint construction as described in claim 1, which is characterized in that the support device
It (2) include screw rod, the intermediate tube being placed on outside the screw rod and two telescoping tubes for being connected to the intermediate tube both ends.
3. a kind of interlayer template for aseismatic joint construction according to claim 2, which is characterized in that the support device
It (2) further include the level meter being nested on the intermediate tube on.
4. a kind of interlayer template for aseismatic joint construction according to claim 2, which is characterized in that the support device
(2) there is hexagonal structure on the telescoping tube outside on.
5. a kind of interlayer template for aseismatic joint construction according to claim 1, which is characterized in that the not haftplatte
It (3) is pearlite slab, with a thickness of 5-8mm.
6. a kind of interlayer template for aseismatic joint construction according to claim 1, which is characterized in that the template (4)
For aluminum alloy pattern plate, with a thickness of 10-15mm.
7. a kind of interlayer template for aseismatic joint construction according to claim 1, which is characterized in that the template (4)
On be provided with the fixing seat being fixedly connected with the support device (2).
8. it is according to claim 7 it is a kind of for aseismatic joint construction interlayer template, which is characterized in that the fixing seat with
The support device (2) is detachably connected.
9. a kind of interlayer template for aseismatic joint construction according to claim 1, which is characterized in that the not haftplatte
(3) it is adhered by stamping die agent and the template (4) certain time.
10. -9 described in any item a kind of installation methods of the interlayer template for aseismatic joint construction according to claim 1, special
Sign is, comprising the following steps:
Step 1: making the template (4): the template (4) is made by a monolith aluminium sheet, and aluminium sheet is equipped with and the support
The compatible Support Position for being fixedly connected of device (2)；
Step 2: making the support device (2): the support device (2) includes screw rod, the intermediate tube that is placed on outside the screw rod
And it is connected to two telescoping tubes at the intermediate tube both ends；It further include the nested and intermediate tube on the support device (2)
On level meter；2 symmetrical and coaxial inner conductor spin-ended spiral shells are connected on the side wall at the both ends of the intermediate tube
Nail；The both ends of the screw rod all have external screw thread；
The inner end of two telescoping tubes is equipped with the screw hole matched with the screw rod；And it is stretched described in the spin-ended screw and two
The outer surface of the inner end of the draw matches.A positioning screw for running through the intermediate tube is bolted in the middle part of the intermediate tube, meanwhile,
The middle part of the screw rod is equipped with a through-hole, and the positioning screw is passed through out of described through-hole；
Step 3: assembling, lifting the template (4) and support device (2): by make two pieces of templates (4) and support
Device (2) is bolted together；
Step 4: filling not haftplatte (3) on the template (4): even not with the support device (2) by the template (4)
Stamping die agent is coated on the one end connect, and then the not haftplatte (3) is adhered on the template (4)；
Step 5: casting concrete: concreting pipe being protruded into from top to bottom, side concrete perfusion, Bian Tisheng pours pipe；
Step 6: removing the template (4) and the support device (2): after concrete strength reaches collapsible die intensity, first receiving
The support device that contracts (2) then drives the template (4) to be detached from, and the not haftplatte (3) and the wall (1) bond, can
Directly to remove the template (4) and the support device (2).
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| CN201910353206.5A CN110130632A (en) | 2019-04-29 | 2019-04-29 | A kind of interlayer template and its installation method for aseismatic joint construction |
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| CN201910353206.5A CN110130632A (en) | 2019-04-29 | 2019-04-29 | A kind of interlayer template and its installation method for aseismatic joint construction |
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| CN112627510A (en) * | 2020-12-11 | 2021-04-09 | 上海宝冶集团有限公司 | Structural deformation joint synchronous construction formwork reinforcing device and construction method |
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| CN206888517U (en) * | 2017-06-22 | 2018-01-16 | 张国强 | A kind of cast-in-place support component for building |
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| CN112627510A (en) * | 2020-12-11 | 2021-04-09 | 上海宝冶集团有限公司 | Structural deformation joint synchronous construction formwork reinforcing device and construction method |
| CN112681142A (en) * | 2020-12-18 | 2021-04-20 | 安徽省公路桥梁工程有限公司 | Construction method for prefabricated assembly type bridge hollow pier column |
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