CN104831852A - Original version concrete bracket system construction method - Google Patents

Original version concrete bracket system construction method Download PDF

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Publication number
CN104831852A
CN104831852A CN201510283401.7A CN201510283401A CN104831852A CN 104831852 A CN104831852 A CN 104831852A CN 201510283401 A CN201510283401 A CN 201510283401A CN 104831852 A CN104831852 A CN 104831852A
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CN
China
Prior art keywords
brackets
columns
sets
building
mould
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Pending
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CN201510283401.7A
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Chinese (zh)
Inventor
杨新更
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.)
Tianjin Municipalization Great Mansion Ancient Building Engineering Finite Responsible Co
Original Assignee
Tianjin Municipalization Great Mansion Ancient Building Engineering Finite Responsible Co
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Application filed by Tianjin Municipalization Great Mansion Ancient Building Engineering Finite Responsible Co filed Critical Tianjin Municipalization Great Mansion Ancient Building Engineering Finite Responsible Co
Priority to CN201510283401.7A priority Critical patent/CN104831852A/en
Publication of CN104831852A publication Critical patent/CN104831852A/en
Pending legal-status Critical Current

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Abstract

The invention provides an original version concrete bracket system construction method. The method comprises the steps of bracket system computer-sided design, mold preparation, formation by pouring, demolding and maintenance, bracket system assembling and the like. By means of the construction method, on one hand, traditional wooden bracket system structures are converted into modern concrete materials, thereby inheritance, development and innovation for traditional architectural techniques and styles are achieved, the traditional architectural techniques and styles are made to meet requirements and demands of modern construction technology more effectively, on the other hand, the production process and construction methods of the traditional bracket system structures by the adoption of concrete are effectively standardized, the production process is simplified, thereby it is facilitated to improve the production efficiency and product quality of a bracket system structure of a concrete structure, and finally the purposes of improving the construction efficiency and quality of a building and reducing the construction cost are achieved.

Description

A kind of original version concrete sets of brackets on top of the columns construction method
Technical field
The present invention relates to a kind of original version concrete sets of brackets on top of the columns construction method, belong to building in the style of the ancients sets of brackets on top of the columns and produce and technical field of construction.
Background technology
The needs that current one side passes on traditional architecture culture along with people, on the other hand in line with raising building aesthetic property and structural quality, and reduce building and construction cost, therefore there is a large amount of pseudo-classic style Buildings, sets of brackets on top of the columns structure is then the outstanding embodiment of traditional architecture style, but find in construction, because the sets of brackets on top of the columns structure material of traditional ancient architecture is wooden, if therefore directly quote wooden sets of brackets on top of the columns structure in modern imitations building, whole building structural strength can be caused impaired on the one hand, speed of application and construction quality decline, and construction cost increases, also can cause the loss of a large amount of timber on the other hand, cut down a large amount of trees, thus serious infringement is caused to natural environment, therefore, how how the production technology of traditional wooden sets of brackets on top of the columns structure is passed on and extend, can meet current concrete material is in main building style, become the important bottleneck that the pseudo-classic building operations of restriction is built, also the important bottleneck being traditional architecture culture succession simultaneously and developing, therefore for this present situation, need to develop a kind of traditional sets of brackets on top of the columns construction method based on concrete structure, with the needs that satisfied reality uses.
Summary of the invention
The object of this invention is to provide and the invention provides a kind of original version concrete sets of brackets on top of the columns construction method.
In order to achieve the above object, the invention provides following technical scheme:
A kind of original version concrete sets of brackets on top of the columns construction method, construction method comprises the steps:
The first step, sets of brackets on top of the columns computer aided design (CAD), according to the requirement of building operations, utilizes computer aided design software, draw out little Dou Zhong identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns, and the auxiliary accessories structural drawings of all kinds of sets of brackets on top of the columns and production mould drawing;
Second step, prepared by mould, according to the drawing drawn, prepare the particular manufacturing craft of identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns respectively;
3rd step, build shaping, according to the drawing drawn, first reinforcing bar is utilized to prepare the structure muscle of identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns respectively, then structure muscle is placed in the assigned address of corresponding mould, and be fixed, then utilize hydraulic test little bucket to be built raw material and to be poured into respectively in each mould and to carry out supercharging shaping;
4th step, the demoulding is maintained, until building after raw material completes preliminary coagulation forming in mould, mould can be removed, after allowing, each sets of brackets on top of the columns after shaping is carried out concentrating and stack, and cover with careless felt, and regularly carry out water seasoning, and watering time on average at least waters many 6 times for one day, and must not water continuously and be less than 7 days;
5th step, sets of brackets on top of the columns is assembled, and by the requirement of the sets of brackets on top of the columns installation figure after maintenance, carries out successively assembling.
Further, in described second step, mould all adopts steel press forming die.
Further, build in the 3rd described step raw material 2 by weight mark comprise: cement 15%-20%, building sand 20%-25%, stone fragment 50%-60%, iron fiber 1%-10%, surplus is water, and each raw material Homogeneous phase mixing.
Further, in the 3rd described step, when carrying out building raw material and building, for guaranteeing structure muscle position, can first build, and after building ingredient upper surface in mould and reaching structure muscle installation site, reinstall structure to enter, then complete building of remainder, and when building, identity section sets of brackets on top of the columns adopts vertical building, and angle section and bracket set on column sets of brackets on top of the columns adopt horizontal member level to build.
Construction method of the present invention, one side is effective is modern concrete material by traditional wooden sets of brackets on top of the columns cooperating measure, thus the succession achieved traditional building processes and style, develop and innovate, make its requirement that more effectively can meet Contemporary Architecture construction and needs, on the other hand effective specification utilizes concrete to carry out production technology and the construction method of traditional sets of brackets on top of the columns structure, and simplify production technology, thus contribute to the production efficiency and the product quality that improve concrete structure sets of brackets on top of the columns structure, and finally reach raising architecture construction efficiency and quality, and reduce the object of construction cost.
Accompanying drawing explanation
In order to be illustrated more clearly in the embodiment of the present invention or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 is manufacturing process flow diagram of the present invention;
Fig. 2 is concrete sets of brackets on top of the columns modular construction schematic diagram.
Detailed description of the invention
Be clearly and completely described technical scheme of the present invention below in conjunction with accompanying drawing of the present invention, obviously, described embodiment is only the present invention's part embodiment, instead of whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art, not making the every other embodiment obtained under creative work prerequisite, belong to the scope of protection of the invention.
Embodiment 1
A kind of original version concrete sets of brackets on top of the columns construction method as illustrated in fig. 1 and 2, construction method comprises the steps:
The first step, sets of brackets on top of the columns computer aided design (CAD), according to the requirement of building operations, utilizes computer aided design software, draw out little Dou Zhong identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns, and the auxiliary accessories structural drawings of all kinds of sets of brackets on top of the columns and production mould drawing;
Second step, prepared by mould, according to the drawing drawn, prepare the particular manufacturing craft of identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns respectively;
3rd step, build shaping, according to the drawing drawn, first reinforcing bar is utilized to prepare the structure muscle 1 of identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns respectively, then structure muscle 1 is placed in the assigned address of corresponding mould, and be fixed, then utilize hydraulic test little bucket to be built raw material 2 and to be poured into respectively in each mould and to carry out supercharging shaping;
4th step, the demoulding is maintained, until building after raw material 2 completes preliminary coagulation forming in mould, mould can be removed, after allowing, each sets of brackets on top of the columns after shaping is carried out concentrating and stack, and cover with careless felt, and regularly carry out water seasoning, and watering time on average waters 6 times for one day, and water continuously 14 days;
5th step, sets of brackets on top of the columns is assembled, and by the requirement of the sets of brackets on top of the columns installation figure after maintenance, carry out successively assembling, wherein identity section sets of brackets on top of the columns and inter-module all adopt vertical assembled, and angle section and bracket set on column sets of brackets on top of the columns and inter-module all adopt horizontal member level to assemble.
In the present embodiment, in described second step, mould all adopts steel press forming die.
In the present embodiment, build in the 3rd described step raw material 2 by weight mark comprise: cement 18%, building sand 22%, stone fragment 55%, iron fiber 5%, surplus is water, and each raw material Homogeneous phase mixing.
Embodiment 2
A kind of original version concrete sets of brackets on top of the columns construction method as illustrated in fig. 1 and 2, construction method comprises the steps:
The first step, sets of brackets on top of the columns computer aided design (CAD), according to the requirement of building operations, utilizes computer aided design software, draw out little Dou Zhong identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns, and the auxiliary accessories structural drawings of all kinds of sets of brackets on top of the columns and production mould drawing;
Second step, prepared by mould, according to the drawing drawn, prepare the particular manufacturing craft of identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns respectively;
3rd step, builds shaping, according to the drawing drawn, first reinforcing bar is utilized to prepare the structure muscle 1 of identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns respectively, for guaranteeing structure muscle 1 position, when carrying out building raw material 2 and building, can first build, and after building raw material 2 upper surface in mould and reaching structure muscle 1 installation site, reinstall structure to enter, then complete building of remainder, and when building, identity section sets of brackets on top of the columns adopts vertical building, and angle section and bracket set on column sets of brackets on top of the columns adopt horizontal member level to build.
4th step, the demoulding is maintained, until building after raw material 2 completes preliminary coagulation forming in mould, mould can be removed, after allowing, each sets of brackets on top of the columns after shaping is carried out concentrating and stack, and cover with careless felt, and regularly carry out water seasoning, and watering time on average waters 10 times for one day, and water continuously 12 days;
5th step, sets of brackets on top of the columns is assembled, and by the requirement of the sets of brackets on top of the columns installation figure after maintenance, carry out successively assembling, wherein identity section sets of brackets on top of the columns and inter-module all adopt vertical assembled, and angle section and bracket set on column sets of brackets on top of the columns and inter-module all adopt horizontal member level to assemble.
In the present embodiment, in described second step, mould all adopts steel press forming die.
In the present embodiment, build in the 3rd described step raw material 2 by weight mark comprise: cement 15%, building sand 25%, stone fragment 60%, iron fiber 3%, surplus is water, and each raw material Homogeneous phase mixing.
Construction method of the present invention, one side is effective is modern concrete material by traditional wooden sets of brackets on top of the columns cooperating measure, thus the succession achieved traditional building processes and style, develop and innovate, make its requirement that more effectively can meet Contemporary Architecture construction and needs, on the other hand effective specification utilizes concrete to carry out production technology and the construction method of traditional sets of brackets on top of the columns structure, and simplify production technology, thus contribute to the production efficiency and the product quality that improve concrete structure sets of brackets on top of the columns structure, and finally reach raising architecture construction efficiency and quality, and reduce the object of construction cost.
The above; be only the specific embodiment of the present invention, but protection scope of the present invention is not limited thereto, is anyly familiar with those skilled in the art in the technical scope that the present invention discloses; change can be expected easily or replace, all should be encompassed within protection scope of the present invention.Therefore, protection scope of the present invention should described be as the criterion with the protection domain of claim.

Claims (4)

1. an original version concrete sets of brackets on top of the columns construction method, is characterized in that: described original version concrete sets of brackets on top of the columns construction method comprises the steps:
The first step, sets of brackets on top of the columns computer aided design (CAD), according to the requirement of building operations, utilizes computer aided design software, draw out little Dou Zhong identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns, and the auxiliary accessories structural drawings of all kinds of sets of brackets on top of the columns and production mould drawing;
Second step, prepared by mould, according to the drawing drawn, prepare the particular manufacturing craft of identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns respectively;
3rd step, build shaping, according to the drawing drawn, first reinforcing bar is utilized to prepare the structure muscle of identity section sets of brackets on top of the columns, corner corbel-bracket set and bracket set on column sets of brackets on top of the columns respectively, then structure muscle is placed in the assigned address of corresponding mould, and be fixed, then utilize hydraulic test little bucket to be built raw material and to be poured into respectively in each mould and to carry out supercharging shaping;
4th step, the demoulding is maintained, until building after raw material completes preliminary coagulation forming in mould, mould can be removed, after allowing, each sets of brackets on top of the columns after shaping is carried out concentrating and stack, and cover with careless felt, and regularly carry out water seasoning, and watering time on average at least waters many 6 times for one day, and must not water continuously and be less than 7 days;
5th step, sets of brackets on top of the columns is assembled, and by the requirement of the sets of brackets on top of the columns installation figure after maintenance, carries out successively assembling.
2. a kind of original version concrete sets of brackets on top of the columns construction method according to claim 1, is characterized in that: in described second step, mould all adopts steel press forming die.
3. a kind of original version concrete sets of brackets on top of the columns construction method according to claim 1, it is characterized in that: build in the 3rd described step raw material 2 by weight mark comprise: cement 15%-20%, building sand 20%-25%, stone fragment 50%-60%, iron fiber 1%-10%, surplus is water, and each raw material Homogeneous phase mixing.
4. a kind of original version concrete sets of brackets on top of the columns construction method according to claim 1, it is characterized in that: in the 3rd described step, when carrying out building raw material and building, for guaranteeing structure muscle position, can first build, and after building ingredient upper surface in mould and reaching structure muscle installation site, reinstall structure to enter, then complete building of remainder, and when building, identity section sets of brackets on top of the columns adopts vertical building, and angle section and bracket set on column sets of brackets on top of the columns adopt horizontal member level to build.
CN201510283401.7A 2015-05-29 2015-05-29 Original version concrete bracket system construction method Pending CN104831852A (en)

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106284640A (en) * 2016-08-26 2017-01-04 李建民 A kind of building in the style of the ancients concrete sets of brackets on top of the columns cast-in-place construction technique
CN106525407A (en) * 2016-12-12 2017-03-22 中车株洲电力机车有限公司 Cab curved surface static strength test loading tool, manufacturing method thereof and testing device
CN107476575A (en) * 2016-06-08 2017-12-15 宜兴市周铁镇生力钻探机械厂 A kind of sets of brackets on top of the columns construction process modelled after an antique of concrete cast
CN107764563A (en) * 2017-10-12 2018-03-06 中车株洲电力机车有限公司 A kind of rail traffic vehicles pilot test of static strength method and device
CN111719780A (en) * 2020-05-19 2020-09-29 龙德建设有限公司 Archaistic building concrete bracket cast-in-place construction process
CN112177336A (en) * 2020-09-24 2021-01-05 梁桂清 Construction concrete bracket cast-in-place construction method

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Publication number Priority date Publication date Assignee Title
CN2206314Y (en) * 1993-10-06 1995-08-30 高振凯 Reinforced concrete member assembly type arch combination
CN202482993U (en) * 2012-03-07 2012-10-10 彭玉才 Reinforced concrete bucket arch structure
CN202577802U (en) * 2012-05-23 2012-12-05 中建二局第三建筑工程有限公司 Large-roof and large-span cornice bucket arch steel skeleton of archaized architecture
CN104343214A (en) * 2014-10-27 2015-02-11 广西建工集团联合建设有限公司 Bracket prefabricated reinforcement framework of pseudo-classic building, fabrication method of reinforcement framework, and construction method of reinforced concrete bracket of pseudo-classic building

Patent Citations (4)

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Publication number Priority date Publication date Assignee Title
CN2206314Y (en) * 1993-10-06 1995-08-30 高振凯 Reinforced concrete member assembly type arch combination
CN202482993U (en) * 2012-03-07 2012-10-10 彭玉才 Reinforced concrete bucket arch structure
CN202577802U (en) * 2012-05-23 2012-12-05 中建二局第三建筑工程有限公司 Large-roof and large-span cornice bucket arch steel skeleton of archaized architecture
CN104343214A (en) * 2014-10-27 2015-02-11 广西建工集团联合建设有限公司 Bracket prefabricated reinforcement framework of pseudo-classic building, fabrication method of reinforcement framework, and construction method of reinforced concrete bracket of pseudo-classic building

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乐兵兵: "谈飞檐斗拱先制后浇成型施工技术", 《山西建筑》 *

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107476575A (en) * 2016-06-08 2017-12-15 宜兴市周铁镇生力钻探机械厂 A kind of sets of brackets on top of the columns construction process modelled after an antique of concrete cast
CN106284640A (en) * 2016-08-26 2017-01-04 李建民 A kind of building in the style of the ancients concrete sets of brackets on top of the columns cast-in-place construction technique
CN106284640B (en) * 2016-08-26 2019-04-23 李建民 A kind of pseudo-classic architecture concrete sets of brackets on top of the columns cast-in-place construction technique
CN106525407A (en) * 2016-12-12 2017-03-22 中车株洲电力机车有限公司 Cab curved surface static strength test loading tool, manufacturing method thereof and testing device
CN107764563A (en) * 2017-10-12 2018-03-06 中车株洲电力机车有限公司 A kind of rail traffic vehicles pilot test of static strength method and device
CN111719780A (en) * 2020-05-19 2020-09-29 龙德建设有限公司 Archaistic building concrete bracket cast-in-place construction process
CN112177336A (en) * 2020-09-24 2021-01-05 梁桂清 Construction concrete bracket cast-in-place construction method

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Application publication date: 20150812

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