CN109025251A - A kind of arc plank sheathing bracing means and construction equipment - Google Patents

A kind of arc plank sheathing bracing means and construction equipment Download PDF

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Publication number
CN109025251A
CN109025251A CN201811026156.1A CN201811026156A CN109025251A CN 109025251 A CN109025251 A CN 109025251A CN 201811026156 A CN201811026156 A CN 201811026156A CN 109025251 A CN109025251 A CN 109025251A
Authority
CN
China
Prior art keywords
plank sheathing
support
arc
arc plank
bracing means
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
Application number
CN201811026156.1A
Other languages
Chinese (zh)
Inventor
王情
石小松
刘文蓉
黄孝兵
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Shanghai Baoye Construction Engineering Co Ltd
Shanghai Baoye Group Corp Ltd
Original Assignee
Shanghai Baoye Construction Engineering Co Ltd
Shanghai Baoye Group Corp Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Shanghai Baoye Construction Engineering Co Ltd, Shanghai Baoye Group Corp Ltd filed Critical Shanghai Baoye Construction Engineering Co Ltd
Priority to CN201811026156.1A priority Critical patent/CN109025251A/en
Publication of CN109025251A publication Critical patent/CN109025251A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06Forms, 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
    • E04G11/062Forms for curved walls
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/02Falsework, 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00Connecting or other auxiliary members for forms, falsework structures, or shutterings

Landscapes

  • 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 invention discloses a kind of arc plank sheathing bracing means, and the connection component including two pieces or more of support plates and cooperation support plate, support plate side is provided with the notch configuration of concave arc, for cooperating with the bottom cambered surface support of arc plank sheathing;Connection component is used to provide support away from the side of arc plank sheathing in support plate, and the support construction of support plate and arc plank sheathing is connected and fixed.The fixed structure of support is also introduced into the bottom of arc plank sheathing, support plate is supported perpendicular to arc plank sheathing, the supported design of side male-female engagement on the supporting plate, to which the pressure of inner concrete when pouring is transferred to support plate, pass through the connection component between the support construction of support plate and arc plank sheathing itself again, arc plank sheathing base pressure is transferred to its support construction, the force dispersion of template bottom is guided, pressure concentration is avoided to cause arc plank sheathing displacement deformation.The invention also discloses a kind of arc plank sheathing construction equipments.

Description

A kind of arc plank sheathing bracing means and construction equipment
Technical field
The present invention relates to technical field of building construction also to relate to more specifically to a kind of arc plank sheathing bracing means And a kind of arc plank sheathing construction equipment.
Background technique
Building template is a kind of temporary supporting structure, makes by design requirement, makes concrete structure, component by defined Position, geometric dimension forming, keep its correct position, and bear the external loads of building template self weight and effect on it.Into The purpose of row form work engineering is to guarantee concrete engineering quality and construction safety, accelerate construction progress and reduce engineering cost.
Arc plank sheathing is the common stencil design of one kind therein, is used for the end of the concrete structures such as wall, beam column Arc surface molding, arc plank sheathing common at present are usually that the template of arc is fitted in construction location and is passed through supported on both sides Device is fixed.
However it has been investigated that, there is also certain problems, mainly table in the common arc plank sheathing design support Now due to the structure situation of arcwall face itself, is easy to deform in concreting, is especially pouring shear wall etc. When situation receiving pours building body self weight, the support of two sides is difficult to provide stable supporting, causes formation of concrete structure undesirable.
In conclusion how to efficiently solve using arc plank sheathing auxiliary pour when, support it is unstable causes molding imitate The technical problem of fruit difference etc. is current those skilled in the art's urgent problem.
Summary of the invention
In view of this, the first purpose of this invention is to provide a kind of arc plank sheathing bracing means, the arc wooden model The structure design of plate bracing means can efficiently solve when being poured using arc plank sheathing auxiliary, support and unstable causes to form The technical problem of effect difference etc., a second object of the present invention is to provide a kind of arcs including upper arc plank sheathing bracing means Plank sheathing construction equipment.
In order to reach above-mentioned first purpose, the invention provides the following technical scheme:
A kind of arc plank sheathing bracing means, the connection including two pieces or more of support plates and the cooperation support plate Component, the support plate side are provided with the notch configuration of concave arc, for the bottom cambered surface support with arc plank sheathing Cooperation;The connection component is used to provide support away from the side of arc plank sheathing in support plate, and by the support plate and arc The support construction of shape plank sheathing is connected and fixed.
Preferably, in above-mentioned arc plank sheathing bracing means, the arc plank sheathing bracing means further include two pieces or with On support batten, the support batten is all set between the support plate and arc plank sheathing, supports the length side of batten To the support direction perpendicular to the support plate
Preferably, in above-mentioned arc plank sheathing bracing means, the connection component includes bottom support tube, bottom to drawing spiral shell Bar and bottom flitch, the both ends of the bottom support tube and the support construction of arc plank sheathing connect, the bottom flitch support In the support plate between the side and bottom flitch of arc plank sheathing, the length direction of the bottom flitch is perpendicular to institute State the length direction of bottom support tube and support plate.
Preferably, in above-mentioned arc plank sheathing bracing means, the bottom support tube is arranged in pairs, and the bottom is to drawing spiral shell One end of bar is across the bottom support tube being arranged in pairs, and the bottom for the pipe hook structure and its two sides being arranged by its end Support tube connection.
Preferably, in above-mentioned arc plank sheathing bracing means, the support construction of the arc plank sheathing includes being set to it The collateral stay tube of the collateral stay tube of length direction two sides, arc plank sheathing two sides passes through perpendicular to the arc plank sheathing The support connection of side Screw arbor with nut at both-ends.
Preferably, in above-mentioned arc plank sheathing bracing means, the collateral stay tube is arranged in pairs, the side Screw arbor with nut at both-ends One end is across the collateral stay tube being arranged in pairs, and the collateral stay tube for the pipe hook structure and its two sides being arranged by its end connects It connects.
Preferably, in above-mentioned arc plank sheathing bracing means, the support knot of the bottom Screw arbor with nut at both-ends and arc plank sheathing The main reinforcement structure welding of structure side is fixed.
Arc plank sheathing bracing means provided by the invention, including two pieces or more of support plates and the cooperation support The connection component of plate, the support plate side are provided with the notch configuration of concave arc, for the bottom with arc plank sheathing The cooperation of cambered surface support;The connection component is used to provide support away from the side of arc plank sheathing in support plate, and by the branch The support construction of fagging and arc plank sheathing is connected and fixed.It is normal in arc plank sheathing by the design of this template reinforcing device Rule it is supported on both sides except, be further also introduced into the fixed structure of support in the bottom of its arc, support plate is perpendicular to having one The arc plank sheathing of measured length supports, and side is set to the recess knot of the outer convex arc surface cooperation of arc plank sheathing on the supporting plate Structure so that the pressure of inner concrete when pouring is transferred to support plate, then passes through support by the supported design of male-female engagement Arc plank sheathing base pressure is transferred to its support and tied by the connection component between plate and the support construction of arc plank sheathing itself Structure is avoided being concentrated due to base pressure and arc plank sheathing displacement is caused to become to effectively guide the force dispersion of template bottom The case where shape, is efficiently solved when being poured using arc plank sheathing auxiliary, supports the unstable technology for causing molding effect difference Problem.
In order to reach above-mentioned second purpose, the present invention also provides a kind of arc plank sheathing construction equipment, arc wood Template construction equipment includes the support construction of arc plank sheathing and cooperation, further includes above-mentioned arc plank sheathing bracing means.By It is had above-mentioned technique effect in above-mentioned arc plank sheathing bracing means, the arc wooden model with the arc plank sheathing bracing means Plate construction equipment should also have corresponding technical effect.
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 theory structure schematic diagram of arc plank sheathing bracing means provided in an embodiment of the present invention;
Fig. 2 is the schematic diagram of the section structure of arc plank sheathing bracing means provided in an embodiment of the present invention;
Fig. 3 is the bottom surface structure schematic diagram of arc plank sheathing bracing means provided in an embodiment of the present invention;
Fig. 4 is the side structure schematic diagram of arc plank sheathing bracing means provided in an embodiment of the present invention.
It is marked in attached drawing as follows:
Arc plank sheathing 1, support plate 2, support batten 3, bottom flitch 4, bottom support tube 5, bottom Screw arbor with nut at both-ends 6, pipe Hook structure 7, collateral stay tube 8, side Screw arbor with nut at both-ends 9, flitch structure 10.
Specific embodiment
The embodiment of the invention discloses a kind of arc plank sheathing bracing means, to solve to pour using arc plank sheathing auxiliary When, support the unstable technical problem for causing molding effect difference.
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.
Fig. 1-Fig. 4 is please referred to, Fig. 1 is that the theory structure of arc plank sheathing bracing means provided in an embodiment of the present invention is illustrated Figure;Fig. 2 is the schematic diagram of the section structure;Fig. 3 is bottom surface structure schematic diagram;Fig. 4 is side structure schematic diagram.
1 bracing means of arc plank sheathing that the embodiment of the present invention provides, including two pieces or more of support plates 2 and matches The connection component of support plate 2 is closed, 2 side of support plate is provided with the notch configuration of concave arc, the radian and arc of notch configuration The outer rim radian of shape plank sheathing 1 is consistent, the two male-female engagement, to guarantee that stability under loading transmitting avoids stress from concentrating;Connection component For providing support away from the side of arc plank sheathing 1 in support plate 2, and by the support construction of support plate 2 and arc plank sheathing 1 It is connected and fixed;
Wherein the support construction of arc plank sheathing 1 herein is currently used positioned at 1 length direction of arc plank sheathing The support connector of two sides is transferred to support connector by the pressure that the design of connection component will be transmitted to support plate 2.
By the design of this template reinforcing device, except conventional supported on both sides of arc plank sheathing 1, further at it The bottom of arc is also introduced into the fixed structure of support, and support plate 2 is supported perpendicular to the arc plank sheathing 1 with certain length, Side is set to the notch configuration of the outer convex arc surface cooperation of arc plank sheathing 1 in support plate 2, is set by the support of male-female engagement Meter so that the pressure of inner concrete when pouring is transferred to support plate 2, then passes through support plate 2 and arc plank sheathing 1 itself 1 base pressure of arc plank sheathing is transferred to its support construction by the connection component between support construction, thus effectively by template bottom The force dispersion in portion guides, and avoids concentrating the case where causing the displacement deformation of arc plank sheathing 1 due to base pressure, efficiently solves When pouring using the auxiliary of arc plank sheathing 1, the unstable technical problem that causes molding effect difference is supported.
1 bracing means of arc plank sheathing further includes two pieces or more of support batten 3, and support batten 3 is a kind of strip Flitch, fitting 1 bottom of arc plank sheathing setting, will support batten 3 be all set between support plate 2 and arc plank sheathing 1, prop up Support direction of the length direction of stay plate 3 perpendicular to support plate 2.
The structure by inserting support batten 3 between the bottom of arc plank sheathing 1 and support plate 2 is designed in the present embodiment 2 stress of multiple support plates of 1 bottom of arc plank sheathing can be combined with each other and be united, avoided the problem that due to unbalance stress It causes local pressure is excessive to lead to local deformation, supports the structure of batten 3 substantially according to the bottom structure of arc plank sheathing 1 point Cloth is at least bonded symmetrical two pieces of supports batten 3 in its cambered surface, to guarantee the effect of support.
Connection component includes bottom support tube 5, bottom Screw arbor with nut at both-ends 6 and bottom flitch 4, the both ends of bottom support tube 5 with The support construction of arc plank sheathing 1 connects, and bottom flitch 4 is supported in support plate 2 away from the side of arc plank sheathing 1 and bottom wood Between side 4, the length direction of bottom flitch 4 is perpendicular to bottom support tube 5 and the length direction of support plate 2.Bottom support tube 5 at To setting, one end of bottom Screw arbor with nut at both-ends 6 is across the bottom support tube 5 being arranged in pairs, and the pipe being arranged by its end Hook structure 7 is connect with the bottom support tube 5 of its two sides.Further, the support knot of bottom Screw arbor with nut at both-ends 6 and arc plank sheathing 1 The main reinforcement structure welding of structure side is fixed.
The design that connection component has been advanced optimized in technical solution provided in this embodiment passes through the bottom of connection component The support construction of support tube 5 and plank sheathing itself is interconnected to constitute the main body of power transmitting, and bottom is arranged in cooperation bottom support tube 5 Flitch 4, since the length direction of bottom support tube 5 is consistent with the length direction of support plate 2, the mutual piece of structure is parallel, to protect It is capable of forming good support between both cards structure, by the structure of bottom flitch 4, structure function is similar to above-mentioned implementation Support batten 3 in example, by force dispersion, bottom Screw arbor with nut at both-ends 6 is to prevent it to the additional fixation features of bottom support tube 5 Structure disengages.
The support construction of arc plank sheathing 1 includes the collateral stay tube 8 for being set to its length direction two sides, arc plank sheathing 1 The collateral stay tube 8 of two sides supports connection by the side Screw arbor with nut at both-ends 9 perpendicular to arc plank sheathing 1.Collateral stay tube 8 is arranged in pairs, One end of side Screw arbor with nut at both-ends 9 across the collateral stay tube 8 being arranged in pairs, and the pipe hook structure 7 being arranged by its end and its The collateral stay tube 8 of two sides connects.
Above embodiments specifically optimize the design of support construction of arc plank sheathing 1 itself, support catenation principle class It is similar to the support connection design in above-described embodiment to 2 bottom of support plate, the conduct other than template also by the structure of support tube Support, and by the structure of Screw arbor with nut at both-ends to bracing reinforcement, certainly further between collateral stay tube 8 and the side of plank sheathing It may also set up the flitch structure 10 being used to support, guarantee that stablizing for template is formed with this.
1 bracing means of arc plank sheathing provided in based on the above embodiment, the present invention also provides a kind of arc wooden models 1 construction equipment of plate, 1 construction equipment of arc plank sheathing include the support construction of arc plank sheathing 1 and cooperation, further include above-mentioned Any one 1 bracing means of arc plank sheathing in embodiment.Since 1 construction equipment of arc plank sheathing uses above-described embodiment In 1 bracing means of arc plank sheathing, so the beneficial effect of 1 construction equipment of arc plank sheathing please refers to above-described embodiment.
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 (8)

1. a kind of arc plank sheathing bracing means, which is characterized in that including two pieces or more of support plates and the cooperation branch The connection component of fagging, the support plate side are provided with the notch configuration of concave arc, for the bottom with arc plank sheathing The cooperation of portion's cambered surface support;The connection component is used to provide support away from the side of arc plank sheathing in support plate, and will be described The support construction of support plate and arc plank sheathing is connected and fixed.
2. arc plank sheathing bracing means according to claim 1, which is characterized in that the arc plank sheathing bracing means It further include two pieces or more of support batten, the support batten is all set between the support plate and arc plank sheathing, branch Support direction of the length direction of stay plate perpendicular to the support plate.
3. arc plank sheathing bracing means according to claim 2, which is characterized in that the connection component includes bottom branch Stay tube, bottom Screw arbor with nut at both-ends and bottom flitch, the both ends of the bottom support tube and the support construction of arc plank sheathing connect, institute It states bottom flitch and is supported in the support plate between the side and bottom flitch of arc plank sheathing, the length of the bottom flitch Direction is spent perpendicular to the bottom support tube and the length direction of support plate.
4. arc plank sheathing bracing means according to claim 3, which is characterized in that the bottom support tube is set in pairs It sets, one end of the bottom Screw arbor with nut at both-ends is across the bottom support tube being arranged in pairs, and the pipe hook being arranged by its end Structure is connect with the bottom support tube of its two sides.
5. arc plank sheathing bracing means according to claim 4, which is characterized in that the support knot of the arc plank sheathing Structure includes the collateral stay tube for being set to its length direction two sides, and the collateral stay tube of arc plank sheathing two sides passes through perpendicular to institute State the side Screw arbor with nut at both-ends support connection of arc plank sheathing.
6. arc plank sheathing bracing means according to claim 5, which is characterized in that the collateral stay tube is arranged in pairs, One end of the side Screw arbor with nut at both-ends across the collateral stay tube being arranged in pairs, and the pipe hook structure being arranged by its end and its The collateral stay tube of two sides connects.
7. arc plank sheathing bracing means according to claim 6, which is characterized in that the bottom Screw arbor with nut at both-ends and arc The main reinforcement structure welding of the support construction side of plank sheathing is fixed.
8. a kind of arc plank sheathing construction equipment, which is characterized in that the support construction including arc plank sheathing and cooperation is also wrapped Include arc plank sheathing bracing means as described in any one of claim 1 to 7.
CN201811026156.1A 2018-09-04 2018-09-04 A kind of arc plank sheathing bracing means and construction equipment Pending CN109025251A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811026156.1A CN109025251A (en) 2018-09-04 2018-09-04 A kind of arc plank sheathing bracing means and construction equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811026156.1A CN109025251A (en) 2018-09-04 2018-09-04 A kind of arc plank sheathing bracing means and construction equipment

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Publication Number Publication Date
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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111719843A (en) * 2019-03-18 2020-09-29 河北艾森新材料科技有限公司 Composite material template and template repairing method
CN112412019A (en) * 2020-11-27 2021-02-26 中国十七冶集团有限公司 Cylindrical template reinforcing device at shear wall and using method
CN113863662A (en) * 2021-09-08 2021-12-31 中冶天工集团有限公司 Arc-circle combined special-shaped concrete member template reinforcing device and method
CN114562106A (en) * 2022-02-28 2022-05-31 中和华丰建设集团有限公司 Overweight template support

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Publication number Priority date Publication date Assignee Title
CN201232354Y (en) * 2008-07-18 2009-05-06 中冶京唐建设有限公司 Wooden formwork for shaping metal lining cylinder
CN101538939A (en) * 2009-03-03 2009-09-23 江苏省华建建设股份有限公司 Preset nut type steel-reinforced concrete compound pier template fixing device and construction method thereof
CN201687201U (en) * 2010-01-15 2010-12-29 上海市浦东新区建设市场管理署 Paper tube template combined framework for pouring cylindrical cement member
CN201722920U (en) * 2010-05-20 2011-01-26 中天建设集团有限公司 Novel simple cylindrical wooden template
CN104047422A (en) * 2014-06-13 2014-09-17 北京首钢建设集团有限公司 Cylinder die manufacturing and mounting method
CN107905529A (en) * 2017-11-17 2018-04-13 成都市第四建筑工程公司 The support system and construction method of a kind of Special-Shaped Column

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN201232354Y (en) * 2008-07-18 2009-05-06 中冶京唐建设有限公司 Wooden formwork for shaping metal lining cylinder
CN101538939A (en) * 2009-03-03 2009-09-23 江苏省华建建设股份有限公司 Preset nut type steel-reinforced concrete compound pier template fixing device and construction method thereof
CN201687201U (en) * 2010-01-15 2010-12-29 上海市浦东新区建设市场管理署 Paper tube template combined framework for pouring cylindrical cement member
CN201722920U (en) * 2010-05-20 2011-01-26 中天建设集团有限公司 Novel simple cylindrical wooden template
CN104047422A (en) * 2014-06-13 2014-09-17 北京首钢建设集团有限公司 Cylinder die manufacturing and mounting method
CN107905529A (en) * 2017-11-17 2018-04-13 成都市第四建筑工程公司 The support system and construction method of a kind of Special-Shaped Column

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111719843A (en) * 2019-03-18 2020-09-29 河北艾森新材料科技有限公司 Composite material template and template repairing method
CN112412019A (en) * 2020-11-27 2021-02-26 中国十七冶集团有限公司 Cylindrical template reinforcing device at shear wall and using method
CN113863662A (en) * 2021-09-08 2021-12-31 中冶天工集团有限公司 Arc-circle combined special-shaped concrete member template reinforcing device and method
CN114562106A (en) * 2022-02-28 2022-05-31 中和华丰建设集团有限公司 Overweight template support
CN114562106B (en) * 2022-02-28 2024-02-13 中和华丰建设集团有限公司 Overweight template support

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Application publication date: 20181218