CN111962967A - Construction method of building outer enclosure system - Google Patents
Construction method of building outer enclosure system Download PDFInfo
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- CN111962967A CN111962967A CN202010876282.7A CN202010876282A CN111962967A CN 111962967 A CN111962967 A CN 111962967A CN 202010876282 A CN202010876282 A CN 202010876282A CN 111962967 A CN111962967 A CN 111962967A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
- E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/26—Devices for erecting or removing fences
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention provides a construction method of an outer enclosure system of a building. The construction method of the building outer enclosure system comprises the following steps: q1: measuring the area; q2: preparing a peripheral retaining wall and a related retaining wall installation material; q3: preparing cement; q4: preparing a base; q5: forming a protective wall; q6: and (5) wall protection and reinforcement. According to the construction method of the building outer enclosure system, the inner and outer reinforced cement walls are arranged, the wall panels are placed between the two reinforced cement walls for installation and fixation, the wall assembly time can be greatly shortened, and when the wall is disassembled at the later stage, only two circles of short cement walls are broken, so that the construction method is convenient and rapid, and brings great convenience to construction of people.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a construction method of a building external enclosure system.
Background
The building is an asset formed by artificial construction, belongs to the category of fixed assets, and comprises two categories of houses and structures, wherein each house is an engineering building for people to live, work, study, production, management, entertainment, store articles and perform other social activities, the difference between the buildings is the structure, each structure is an engineering building except the house, such as an enclosure wall, a road, a dam, a water well, a tunnel, a water tower, a bridge, a chimney and the like, in the process of building construction, in order to improve the safety performance, a circle of enclosure wall is generally arranged at the periphery of a building construction site, so that construction accidents are prevented.
However, when the traditional peripheral retaining wall is constructed and erected, the retaining wall is often directly installed in a foundation, the installation process is complicated, and the later dismantling work is also difficult, so that great inconvenience is brought to constructors, and the construction period of building construction is also prolonged.
Therefore, there is a need to provide a new construction method of an exterior protection system of a building to solve the above technical problems.
Disclosure of Invention
Based on the technical problems in the background art, the invention provides a construction method of an outer enclosure system of a building.
The construction method of the building outer enclosure system provided by the invention comprises the following steps:
q1: area measurement: measuring the area of a field to be enclosed by measuring equipment such as a total station and the like, recording the area in a note mode, and recording the recorded data in a computer;
q2: preparing a peripheral retaining wall and a related retaining wall installation material: purchasing the wall panels according with the quantity of the field areas from the external normal market according to the field areas recorded by Q1, and purchasing the connecting pieces between the adjacent wall units in the corresponding quantity according to the quantity of the purchased wall panels, and sufficient cement mortar, sand and reinforcing steel bars;
q3: preparing cement: mixing and stirring cement mortar and sand through a stirring barrel according to a certain proportion, gradually forming cement, and then collecting;
q4: preparing a base: according to the field area recorded by Q1, firstly, erecting a circle of reinforcing steel bar net racks at the periphery, then pouring by using cement to form an outer ring cement wall, and then pouring a circle of cement walls with the same height in the outer ring cement wall according to the width of the wall panel purchased from Q2, wherein the distance between the two circles of cement walls is consistent with the width of the wall panel purchased from Q2;
q5: and (3) wall protection forming: inserting the wall panels purchased from Q2 between two layers of cement walls one by one until the filling is finished, and then firmly connecting the two adjacent wall panels by a connecting piece;
q6: and (3) wall protection and reinforcement: and (3) coating a layer of grouting cement on the top end between the formed protective wall in the Q5 and the two circles of cement walls along the joint, and setting for a period of time.
Preferably, the total station in the Q1 is BTJ-5.
Preferably, the quantity of the wall panels in the Q2 is slightly more than the actual purchase quantity, and the wall panels are placed for standby.
Preferably, the model of the stirring barrel in the Q3 is JW-350, and the ratio of cement mortar to sand in the Q3 is 1: 2.
preferably, the stirring time in the Q3 is 3-6 min.
Preferably, the height of the cement wall in the Q4 is 40-60 cm.
Preferably, the cement wall in the Q4 is rectangular.
Preferably, the initial setting time in Q6 is 45-55min, and the final setting time is 360-390 min.
The invention has the beneficial effects that: through the inside and outside two rings of reinforced cement walls that set up to place the dado and install fixedly between two rings of cement walls, can be very big shorten dado equipment time, and when demolising in the later stage, only need with two rings of low cement walls break away can, convenient and fast gives people the construction and brings very big convenience.
Drawings
Fig. 1 is a schematic flow chart of a construction method of an exterior envelope system of a building according to a preferred embodiment of the present invention.
Detailed Description
The invention is further described with reference to the following figures and embodiments.
Example one
Q1: area measurement: measuring the area of a field to be enclosed by measuring equipment such as a total station and the like, recording the area in a note mode, and recording the recorded data in a computer;
q2: preparing a peripheral retaining wall and a related retaining wall installation material: purchasing the wall panels according with the quantity of the field areas from the external normal market according to the field areas recorded by Q1, and purchasing the connecting pieces between the adjacent wall units in the corresponding quantity according to the quantity of the purchased wall panels, and sufficient cement mortar, sand and reinforcing steel bars;
q3: preparing cement: mixing and stirring cement mortar and sand through a stirring barrel according to a certain proportion, gradually forming cement, and then collecting;
q4: preparing a base: according to the field area recorded by Q1, firstly, erecting a circle of reinforcing steel bar net racks at the periphery, then pouring by using cement to form an outer ring cement wall, and then pouring a circle of cement walls with the same height in the outer ring cement wall according to the width of the wall panel purchased from Q2, wherein the distance between the two circles of cement walls is consistent with the width of the wall panel purchased from Q2;
q5: and (3) wall protection forming: inserting the wall panels purchased from Q2 between two layers of cement walls one by one until the filling is finished, and then firmly connecting the two adjacent wall panels by a connecting piece;
q6: and (3) wall protection and reinforcement: and (3) coating a layer of grouting cement on the top end between the formed protective wall in the Q5 and the two circles of cement walls along the joint, and setting for a period of time.
The model of a total station in Q1 is BTJ-5, the model of a stirring barrel in Q3 is JW-350, and the proportion of cement mortar to sand in Q3 is 1: 2, the stirring time in Q3 is 3min, the height of a cement wall in Q4 is 45cm, the cement wall in Q4 is erected in a rectangular shape, the initial setting time in Q6 is 48min, and the final setting time is 365 min.
Example two
Q1: area measurement: measuring the area of a field to be enclosed by measuring equipment such as a total station and the like, recording the area in a note mode, and recording the recorded data in a computer;
q2: preparing a peripheral retaining wall and a related retaining wall installation material: purchasing the wall panels according with the quantity of the field areas from the external normal market according to the field areas recorded by Q1, and purchasing the connecting pieces between the adjacent wall units in the corresponding quantity according to the quantity of the purchased wall panels, and sufficient cement mortar, sand and reinforcing steel bars;
q3: preparing cement: mixing and stirring cement mortar and sand through a stirring barrel according to a certain proportion, gradually forming cement, and then collecting;
q4: preparing a base: according to the field area recorded by Q1, firstly, erecting a circle of reinforcing steel bar net racks at the periphery, then pouring by using cement to form an outer ring cement wall, and then pouring a circle of cement walls with the same height in the outer ring cement wall according to the width of the wall panel purchased from Q2, wherein the distance between the two circles of cement walls is consistent with the width of the wall panel purchased from Q2;
q5: and (3) wall protection forming: inserting the wall panels purchased from Q2 between two layers of cement walls one by one until the filling is finished, and then firmly connecting the two adjacent wall panels by a connecting piece;
q6: and (3) wall protection and reinforcement: and (3) coating a layer of grouting cement on the top end between the formed protective wall in the Q5 and the two circles of cement walls along the joint, and setting for a period of time.
The model of a total station in Q1 is BTJ-5, the model of a stirring barrel in Q3 is JW-350, and the proportion of cement mortar to sand in Q3 is 1: 2, the stirring time in Q3 is 4min, the height of a cement wall in Q4 is 50cm, the cement wall in Q4 is erected in a rectangular shape, the initial setting time in Q6 is 50min, and the final setting time is 372 min.
EXAMPLE III
Q1: area measurement: measuring the area of a field to be enclosed by measuring equipment such as a total station and the like, recording the area in a note mode, and recording the recorded data in a computer;
q2: preparing a peripheral retaining wall and a related retaining wall installation material: purchasing the wall panels according with the quantity of the field areas from the external normal market through the field areas recorded by Q1, and purchasing the connecting pieces between the adjacent wall units in the corresponding quantity according to the quantity of the purchased wall panels, and sufficient cement mortar, sand and reinforcing steel bars;
q3: preparing cement: mixing and stirring cement mortar and sand through a stirring barrel according to a certain proportion, gradually forming cement, and then collecting;
q4: preparing a base: according to the field area recorded by Q1, firstly, erecting a circle of reinforcing steel bar net racks at the periphery, then pouring by using cement to form an outer ring cement wall, and then pouring a circle of cement walls with the same height in the outer ring cement wall according to the width of the wall panel purchased from Q2, wherein the distance between the two circles of cement walls is consistent with the width of the wall panel purchased from Q2;
q5: and (3) wall protection forming: inserting the wall panels purchased from Q2 between two layers of cement walls one by one until the filling is finished, and then firmly connecting the two adjacent wall panels by a connecting piece;
q6: and (3) wall protection and reinforcement: and (3) coating a layer of grouting cement on the top end between the formed protective wall in the Q5 and the two circles of cement walls along the joint, and setting for a period of time.
The model of a total station in Q1 is BTJ-5, the model of a stirring barrel in Q3 is JW-350, and the proportion of cement mortar to sand in Q3 is 1: 2, the stirring time in Q3 is 5min, the height of a cement wall in Q4 is 55cm, the cement wall in Q4 is erected in a rectangular shape, the initial setting time in Q6 is 50min, and the final setting time is 380 min.
The above description is only an embodiment of the present invention, and not intended to limit the scope of the present invention, and all modifications of equivalent structures and equivalent processes, which are made by using the contents of the present specification and the accompanying drawings, or directly or indirectly applied to other related technical fields, are included in the scope of the present invention.
Claims (8)
1. A construction method of an outer enclosure system of a building is characterized by comprising the following steps:
q1: area measurement: measuring the area of a field to be enclosed by measuring equipment such as a total station and the like, recording the area in a note mode, and recording the recorded data in a computer;
q2: preparing a peripheral retaining wall and a related retaining wall installation material: purchasing the wall panels according with the quantity of the field areas from the external normal market according to the field areas recorded by Q1, and purchasing the connecting pieces between the adjacent wall units in the corresponding quantity according to the quantity of the purchased wall panels, and sufficient cement mortar, sand and reinforcing steel bars;
q3: preparing cement: mixing and stirring cement mortar and sand through a stirring barrel according to a certain proportion, gradually forming cement, and then collecting;
q4: preparing a base: according to the field area recorded by Q1, firstly, erecting a circle of reinforcing steel bar net racks at the periphery, then pouring by using cement to form an outer ring cement wall, and then pouring a circle of cement walls with the same height in the outer ring cement wall according to the width of the wall panel purchased from Q2, wherein the distance between the two circles of cement walls is consistent with the width of the wall panel purchased from Q2;
q5: and (3) wall protection forming: inserting the wall panels purchased from Q2 between two layers of cement walls one by one until the filling is finished, and then firmly connecting the two adjacent wall panels by a connecting piece;
q6: and (3) wall protection and reinforcement: and (3) coating a layer of grouting cement on the top end between the formed protective wall in the Q5 and the two circles of cement walls along the joint, and setting for a period of time.
2. The method of constructing a building envelope system of claim 1, wherein the total station type of Q1 is BTJ-5.
3. The method of claim 1, wherein the number of panels in Q2 is slightly more than the number of actual buys, and the panels are placed for future use.
4. The construction method of the building outer envelope system of claim 1, wherein the model of the mixing tank in Q3 is JW-350, and the ratio of cement mortar to sand in Q3 is 1: 2.
5. the construction method of the building envelope system of claim 1, wherein the stirring time in the Q3 is 3-6 min.
6. The construction method of a building outer envelope system of claim 1, wherein the height of the cement wall in the Q4 is 40-60 cm.
7. The method of constructing a building envelope system of claim 1, wherein the cement wall of Q4 is installed in a rectangular shape.
8. The construction method of the exterior envelope system of the building as claimed in claim 1, wherein the initial setting time of Q6 is 45-55min, and the final setting time is 360-390 min.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010876282.7A CN111962967A (en) | 2020-08-25 | 2020-08-25 | Construction method of building outer enclosure system |
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| CN202010876282.7A CN111962967A (en) | 2020-08-25 | 2020-08-25 | Construction method of building outer enclosure system |
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| CN111962967A true CN111962967A (en) | 2020-11-20 |
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Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005207153A (en) * | 2004-01-23 | 2005-08-04 | Tokiko Techno Kk | Fireproof wall structure |
| CN201087588Y (en) * | 2007-09-03 | 2008-07-16 | 李蔚蔚 | Movable enclosing wall |
| CN201835595U (en) * | 2010-07-19 | 2011-05-18 | 周群刚 | Fast-assembling fence |
| CN203769424U (en) * | 2014-03-07 | 2014-08-13 | 上海市城市建设设计研究总院 | Prefabricated assembled wall |
| CN206928758U (en) * | 2017-06-27 | 2018-01-26 | 中建科技河南有限公司 | A kind of prefabricated prison enclosure wall |
| CN207406128U (en) * | 2017-09-19 | 2018-05-25 | 四川华构住宅工业有限公司 | Assembled enclosing wall unit and system |
| US20190177997A1 (en) * | 2017-12-13 | 2019-06-13 | Russell H. Springborn | Fencing assembly |
| CN210918501U (en) * | 2019-08-02 | 2020-07-03 | 天津中怡建筑规划设计有限公司 | Prefabricated splicing-inserting type enclosing wall |
-
2020
- 2020-08-25 CN CN202010876282.7A patent/CN111962967A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005207153A (en) * | 2004-01-23 | 2005-08-04 | Tokiko Techno Kk | Fireproof wall structure |
| CN201087588Y (en) * | 2007-09-03 | 2008-07-16 | 李蔚蔚 | Movable enclosing wall |
| CN201835595U (en) * | 2010-07-19 | 2011-05-18 | 周群刚 | Fast-assembling fence |
| CN203769424U (en) * | 2014-03-07 | 2014-08-13 | 上海市城市建设设计研究总院 | Prefabricated assembled wall |
| CN206928758U (en) * | 2017-06-27 | 2018-01-26 | 中建科技河南有限公司 | A kind of prefabricated prison enclosure wall |
| CN207406128U (en) * | 2017-09-19 | 2018-05-25 | 四川华构住宅工业有限公司 | Assembled enclosing wall unit and system |
| US20190177997A1 (en) * | 2017-12-13 | 2019-06-13 | Russell H. Springborn | Fencing assembly |
| CN210918501U (en) * | 2019-08-02 | 2020-07-03 | 天津中怡建筑规划设计有限公司 | Prefabricated splicing-inserting type enclosing wall |
Non-Patent Citations (2)
| Title |
|---|
| 住房和城乡建设行业专业人员知识丛书编委会编: "《住房和城乡建设行为专业人员知识丛书 测量员专业知识》", 31 July 2019, 中国建材工业出版社 * |
| 杨医博等主编: "《土木工程材料 第2版》", 31 December 2016, 华南理工大学出版社 * |
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Application publication date: 20201120 |
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