CN109235709B - Full cast-in-place outer wall structure of building - Google Patents

Full cast-in-place outer wall structure of building Download PDF

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Publication number
CN109235709B
CN109235709B CN201811015633.4A CN201811015633A CN109235709B CN 109235709 B CN109235709 B CN 109235709B CN 201811015633 A CN201811015633 A CN 201811015633A CN 109235709 B CN109235709 B CN 109235709B
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CN
China
Prior art keywords
building
riser
connecting rod
template
reinforcing strips
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Application number
CN201811015633.4A
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Chinese (zh)
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CN109235709A (en
Inventor
杨泓斌
张亮亮
隋新春
梁建新
江海峰
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.)
Guangdong Bozhilin Robot Co Ltd
Original Assignee
Guangdong Bozhilin Robot Co Ltd
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Priority to CN201811015633.4A priority Critical patent/CN109235709B/en
Publication of CN109235709A publication Critical patent/CN109235709A/en
Application granted granted Critical
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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8623Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic

Abstract

The invention discloses a full cast-in-place outer wall structure of a building, which comprises two templates, wherein the templates are arranged on the left and right sides, a reinforcing layer is arranged between the two templates, a plurality of first vertical plates are arranged on two sides of the reinforcing layer, the first vertical plates are symmetrically arranged pairwise by taking the center of the reinforcing layer as the center, a second vertical plate is arranged on one side, away from the reinforcing layer, of each first vertical plate, the second vertical plate is fixedly connected to the side wall of the template through a plurality of screws, a groove is formed in the second vertical plate, a circular plate is arranged in the inner cavity of the groove, a horizontally arranged connecting rod is arranged between each first vertical plate and the corresponding second vertical plate, a nut is fixedly connected to the inner cavity of each first vertical plate, and one end of each connecting rod extends into the inner cavity of the groove and is fixedly connected with the circular plate.

Description

Full cast-in-place outer wall structure of building
Technical Field
The invention relates to the technical field of constructional engineering, in particular to a full cast-in-place outer wall structure of a building.
Background
The building engineering refers to an engineering entity formed by the construction of various building constructions and their auxiliary facilities and the installation of lines, pipelines and equipment matched with them. The house building is characterized by comprising a top cover, a beam column, a wall, a foundation and a project which can form an internal space and meet the requirements of people on production, living, study and public activities. The cast-in-place is suitable for building industrialization, and the mould is required to be fixed, namely, the template is assembled on site, and then the concrete is poured.
When the existing building full cast-in-place outer wall structure is assembled, a steel bar frame needs to be fixed on the ground surface, then a template is laid, then concrete is poured, and the template is disassembled after the concrete is solidified, so that the operation of the mode is too complex, and the working efficiency is low when the concrete is laid.
Disclosure of Invention
The invention aims to overcome the defects of complex operation, low working efficiency and the like in the prior art and provides a full cast-in-place outer wall structure for buildings. The full cast-in-place outer wall structure for the building has the characteristics of complex operation, low working efficiency and the like.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a construct full cast-in-place outer wall structure, includes two templates, the template is for controlling the setting, two be equipped with the enhancement layer between the template, the enhancement layer both sides all are equipped with a plurality of riser, and a plurality of the riser uses the enhancement layer center to set up for two bisymmetry, the first riser is kept away from enhancement layer one side and is equipped with the second riser, the second riser is through a plurality of screw fixed connection on the template lateral wall, the fluting has been seted up on the second riser, the fluting inner chamber is equipped with the plectane, be equipped with the connecting rod that the level set up between first riser and the second riser, first riser inner chamber fixedly connected with nut, connecting rod one end extends the fluting inner chamber to with plectane fixed connection, connecting rod one end is pegged graft at the nut inner chamber, just connecting.
Preferably, the reinforcing layer comprises a plurality of transverse reinforcing strips and longitudinal reinforcing strips, the transverse reinforcing strips and the longitudinal reinforcing strips are mutually staggered to form a grid shape, the longitudinal reinforcing strips are fixedly connected with a plurality of connecting rings, and the connecting rings are respectively and fixedly connected with every two symmetrical first vertical plates.
Preferably, the outer edge of the connecting rod is provided with an external thread matched with the nut.
Preferably, a plurality of the screws are arranged up and down symmetrically by taking the center of the connecting rod as a center line.
Preferably, the length of the circular plate is larger than the opening size of the slot.
Preferably, the connecting rings are arranged in a vertically symmetrical manner by taking the center of the first vertical plate as a central line.
Preferably, the side of the template remote from the reinforcement layer is provided with a coating.
Preferably, the transverse reinforcing bars and the longitudinal reinforcing bars are reinforcing bars.
Preferably, the template is a permanent non-dismantling template.
Compared with the prior art, the invention has the beneficial effects that:
1. through the arrangement of the connecting rod, when the reinforcing layer is installed, the connecting rod only needs to be rotated to the inner cavity of the nut under the action of the external threads, so that the reinforcing layer can be fixed between the two templates more conveniently and more stably;
2. through the setting of the permanent disassembly-free template of the template, after the poured concrete is solidified, an operator does not need to disassemble the template, so that the operation steps of the whole pouring process are fewer, and the characteristic of more convenient operation of the technical scheme is brought.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is an enlarged view taken at A in FIG. 1;
fig. 3 is a schematic view of section B-B in fig. 1.
Reference numbers in the figures: 1. an enhancement layer; 2. a transverse reinforcing strip; 3. a longitudinal reinforcing strip; 4. a connecting ring; 5. a template; 6. coating; 7. a first vertical plate; 8. a second vertical plate; 9. a screw; 10. a connecting rod; 11. grooving; 12. a circular plate; 13. and a nut.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, the present invention provides a technical solution: a full cast-in-place outer wall structure of a building comprises two templates 5, wherein a coating 6 is arranged on one side of each template 5, which is far away from an enhancement layer 1, each template 5 is a permanent disassembly-free template, the templates 5 are arranged in the left and right direction, the enhancement layer 1 is arranged between the two templates 5, the enhancement layer 1 comprises a plurality of transverse reinforcing strips 2 and longitudinal reinforcing strips 3, the transverse reinforcing strips 2 and the longitudinal reinforcing strips 3 are mutually staggered to form a grid shape, a plurality of connecting rings 4 are fixedly connected to the longitudinal reinforcing strips 3, the connecting rings 4 are symmetrically arranged up and down by taking the center of a first vertical plate 7 as a central line, the arrangement is to ensure that the first vertical plate 7 is stressed more uniformly, further the first vertical plate 7 can be more stably fixed on the two sides of the enhancement layer 1, the connecting rings 4 are respectively fixedly connected with every two symmetrical first vertical plates 7, and the transverse reinforcing strips 2 and the longitudinal reinforcing strips, the two sides of the enhancement layer 1 are both provided with a plurality of first risers 7, the plurality of first risers 7 are arranged in pairwise symmetry by taking the center of the enhancement layer 1 as the center, one side of the first riser 7, which is far away from the enhancement layer 1, is provided with a second riser 8, the second riser 8 is fixedly connected to the side wall of the template 5 through a plurality of screws 9, the plurality of screws 9 are arranged in vertical symmetry by taking the center of the connecting rod 10 as the center line, the arrangement is used for ensuring that the second riser 8 is stressed more uniformly when being fixed on the side wall of the template 5, and simultaneously can provide better support for the enhancement layer 1, thereby avoiding unnecessary potential safety hazards caused by the inclination of the enhancement layer 1, through the arrangement of the connecting rod 10, when the enhancement layer 1 is installed, the connecting rod 10 only needs to be rotated to the inner cavity of the nut 13 under the action of external threads, and, compared with the prior art, the technical scheme has the characteristics of simple operation, high working efficiency and the like;
the second vertical plate 8 is provided with a slot 11, the inner cavity of the slot 11 is provided with a circular plate 12, a connecting rod 10 horizontally arranged is arranged between the first vertical plate 7 and the second vertical plate 8, the inner cavity of the first vertical plate 7 is fixedly connected with a nut 13, one end of the connecting rod 10 extends out of the inner cavity of the slot 11 and is fixedly connected with the circular plate 12, the length of the circular plate 12 is larger than the opening size of the slot 11, the arrangement is that the connecting rod 10 is prevented from being separated from the second vertical plate 8, namely, the component is prevented from being separated from causing the component to be incapable of being normally used, so that the normal operation is ensured, meanwhile, unnecessary material waste is avoided, one end of the connecting rod 10 is inserted into the inner cavity of the nut 13, the connecting rod 10 is in threaded connection with the nut 13, the outer edge of the connecting rod 10 is provided with an external thread matched with the nut 13, but 13 horizontal migration of relative nut through exempting from to tear open the template setting to template 5 permanence for after the concrete that pours solidifies, the operation workman need not to dismantle template 5, and then makes the operating procedure that whole pouring flow got off less, brings the more convenient characteristics of this technical scheme operation with this.
The working principle is as follows: when the reinforced layer 1 is used, the transverse reinforcing strips 2 and the longitudinal reinforcing strips 3 are mutually woven to be in a grid shape, the joints of the transverse reinforcing strips 2 and the longitudinal reinforcing strips 3 are welded, the second vertical plate 8 is fixed on the template 5 through the screws 9, then the template 5 is placed on two sides of the reinforced layer 1, the connecting rods 10 on one side of the second vertical plate 8 are aligned to the corresponding nuts 13, then the connecting rods 10 are rotated, the connecting rods 10 move relative to the nuts 13 under the action of the threads and penetrate through the nuts 13, after each connecting rod 10 is inserted into the inner cavity of the corresponding nut 13, the reinforced layer 1 and the template 5 are fixed, then the template 5 is fixedly supported, after the operation is completed, in the installation process, the connecting rods 10 are arranged, so that when the reinforced layer 1 is installed, only the connecting rods 10 are required to be rotated to the inner cavities of the nuts 13 under the action of the external threads, and then make enhancement layer 1 can make things convenient for more stable being fixed between two templates 5, compare with prior art, this technical scheme has characteristics such as easy operation, work efficiency height, later pour into the concrete between two templates 5, wait until the concrete of pouring solidifies the back, the operation workman need not to dismantle template 5, only need brush upper coat 6 at template 5 lateral wall, through the permanent formwork setting of exempting from to tear open to template 5, make the operating procedure that whole pouring flow got off less, bring this technical scheme operation more convenient characteristics with this.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (7)

1. The utility model provides a building cast-in-place outer wall structure entirely, includes two templates (5), its characterized in that: the reinforcing plate is characterized in that the templates (5) are arranged in a left-right mode, a reinforcing layer (1) is arranged between the two templates (5), a plurality of first vertical plates (7) are arranged on two sides of the reinforcing layer (1), the first vertical plates (7) are arranged in a pairwise symmetry mode by taking the center of the reinforcing layer (1), the reinforcing layer (1) comprises a plurality of transverse reinforcing strips (2) and longitudinal reinforcing strips (3), the transverse reinforcing strips (2) and the longitudinal reinforcing strips (3) are mutually staggered to form a grid shape, a plurality of connecting rings (4) are fixedly connected to the longitudinal reinforcing strips (3), and the connecting rings (4) are fixedly connected with every two symmetrical first vertical plates (7) respectively;
keep away from first riser (7) enhancement layer (1) one side is equipped with second riser (8), second riser (8) are through a plurality of screw (9) fixed connection on template (5) lateral wall, fluting (11) have been seted up on second riser (8), fluting (11) inner chamber is equipped with plectane (12), the length of plectane (12) is greater than the opening size of fluting (11), be equipped with connecting rod (10) that the level set up between first riser (7) and second riser (8), first riser (7) inner chamber fixedly connected with nut (13), connecting rod (10) one end extends fluting (11) inner chamber to with plectane (12) fixed connection, connecting rod (10) one end is pegged graft in nut (13) inner chamber, just connecting rod (10) are threaded connection with nut (13).
2. The structure of the full cast-in-place exterior wall of the building of claim 1, wherein: the outer edge of the connecting rod (10) is provided with an external thread matched with the nut (13).
3. The structure of the full cast-in-place exterior wall of the building of claim 1, wherein: the plurality of screws (9) are arranged in a vertically symmetrical mode by taking the center of the connecting rod (10) as a center line.
4. The structure of the full cast-in-place exterior wall of the building of claim 1, wherein: the connecting rings (4) are arranged up and down symmetrically by taking the center of the first vertical plate (7) as a central line.
5. The structure of the full cast-in-place exterior wall of the building of claim 1, wherein: and a coating (6) is arranged on one side of the template (5) far away from the enhancement layer (1).
6. The structure of the full cast-in-place exterior wall of the building of claim 1, wherein: the transverse reinforcing strips (2) and the longitudinal reinforcing strips (3) are reinforcing steel bars.
7. The structure of the full cast-in-place exterior wall of the building of claim 1, wherein: the template (5) is a permanent disassembly-free template.
CN201811015633.4A 2018-08-31 2018-08-31 Full cast-in-place outer wall structure of building Active CN109235709B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811015633.4A CN109235709B (en) 2018-08-31 2018-08-31 Full cast-in-place outer wall structure of building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811015633.4A CN109235709B (en) 2018-08-31 2018-08-31 Full cast-in-place outer wall structure of building

Publications (2)

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CN109235709A CN109235709A (en) 2019-01-18
CN109235709B true CN109235709B (en) 2020-08-04

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Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110424580B (en) * 2019-08-14 2021-03-12 河北蓝堡住宅工业有限公司 Process for manufacturing shear wall by using mould-disassembly-free maintenance system

Family Cites Families (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2111100A1 (en) * 1971-03-09 1972-11-09 Fessel Karl Otto Wall cell construction profiles with devices for prefabricated systems
DE2412979A1 (en) * 1974-03-18 1975-09-25 Wilfried Fochler Double-skinned hollow panel for concrete formwork - with punctiform knobs on side of each shell for cementing together
CN1095131A (en) * 1993-05-10 1994-11-16 吴炎泰 Exempt from the manufacture method of form removal dry type solid wall
CN1329597C (en) * 2001-09-21 2007-08-01 大连理工大学 Construction technology without detaching forms for concrete
CN101003993A (en) * 2004-01-15 2007-07-25 杨爱华 Assembling in situ type architectural lay wire, and mounting technique
CN201372517Y (en) * 2008-09-28 2009-12-30 王连起 Building wall panel
CN104499609B (en) * 2014-12-19 2019-03-08 叶昶彤 A kind of external mold plate cast-in-place concrete composite exterior wall outer heat preservation system
CN207700444U (en) * 2017-10-19 2018-08-07 上海欧本钢结构有限公司 Steel joist and the fixed heat preservation decoration integrative shear wall assembly system of outer armor

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Effective date of registration: 20191128

Address after: 528311 East Office Building 201-11, No. 11 Junye East Road, Beijiao Town, Shunde District, Foshan City, Guangdong Province

Applicant after: Guangdong Bozhilin Robot Co., Ltd.

Address before: Room 105-46349, No. 6 Baohua Road, Hengqin New District, Zhuhai City, Guangdong Province

Applicant before: Junheng Consulting Co., Ltd.

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