CN205857450U - A kind of novel all-in-one wall body structure - Google Patents

A kind of novel all-in-one wall body structure Download PDF

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Publication number
CN205857450U
CN205857450U CN201620772195.6U CN201620772195U CN205857450U CN 205857450 U CN205857450 U CN 205857450U CN 201620772195 U CN201620772195 U CN 201620772195U CN 205857450 U CN205857450 U CN 205857450U
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CN
China
Prior art keywords
reinforcement
concrete
high performance
novel
wall body
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Expired - Fee Related
Application number
CN201620772195.6U
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Chinese (zh)
Inventor
马永刚
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Guangzhou Chenxi Reinforcement Engineering Technology Service Co Ltd
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Guangzhou Chenxi Reinforcement Engineering Technology Service Co Ltd
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Priority to CN201620772195.6U priority Critical patent/CN205857450U/en
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Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

This utility model relates to a kind of novel all-in-one wall body structure, relates to construction engineering technical field.Including ultra-high performance concrete (1), lightweight concrete (2), vertical reinforcement (3), horizontal reinforcement (4), tension rib (5), it is characterized in that: described vertical reinforcement (3) is connected fixing formation two sides framework of steel reinforcement with horizontal reinforcement (4) by reinforcing bar tied silk, and by tension rib (5), two sides framework of steel reinforcement is connected, ultra-high performance concrete (1) pours the two sides framework of steel reinforcement formed in vertical reinforcement (3) and horizontal reinforcement (4), lightweight concrete (2) pours between two sides ultra-high performance concrete (1) metope.This utility model simple in construction, structure is rationally;There is high-strength, toughness, durable, the feature of insulation;Economical and practical, market should be wide, environmental protection and energy saving.

Description

A kind of novel all-in-one wall body structure
Technical field
This utility model relates to a kind of novel all-in-one wall body structure, relates to construction engineering technical field.
Background technology
Building structure needs to meet the correlation function requirements such as safety, the suitability, durability and comfortableness, in order to reach These functions, existing structure uses rational structural arrangement form, strengthens the arrangement of reinforcement of component, strengthens the concrete strength of component Deng measure, in order to reach the requirement of heat preservation energy-saving, use the measures such as exterior-wall heat insulation.The realization of these functions needs by different Approach realizes, thus result in increase cost, extends construction period, especially on exterior-wall heat insulation, protects outside current exterior wall Temperature due to material each to heat insulation system, supporting and the compatibility, weatherability and life requirement are higher, existing material and construction matter Amount is difficult to ensure, exterior wall internal insulation can take indoor certain usable floor area, have more heat bridge phenomenon etc., current sandwich heat preservation Body of wall remains at heat bridge, exterior wall sandwiched thermal-insulating wall siphonal lobe thicker, interior wallboard bending property not parity problem.The present invention uses one Kind is high-strength, toughness, durable, heat insulation integrated shear wall structure efficiently solve the problems referred to above, especially in building industrialization, There is the advantage become apparent from.
Utility model content
The technical problems to be solved in the utility model is to provide a kind of novel all-in-one wall body structure so that it is have high-strength, Toughness, durable, the feature of insulation.
For solving above-mentioned technical problem, the used technical scheme of the present invention is: a kind of novel all-in-one wall body structure, including Ultra-high performance concrete, lightweight concrete, vertical reinforcement, horizontal reinforcement, tension rib, described vertical reinforcement leads to horizontal reinforcement Crossing reinforcing bar tied silk and connect the fixing two sides framework of steel reinforcement that formed, and connected by two sides framework of steel reinforcement by tension rib, very-high performance mixes Solidifying soil pours the two sides framework of steel reinforcement formed in vertical reinforcement with horizontal reinforcement, and lightweight concrete pours and mixes in two sides very-high performance Between solidifying cob wall face.
Described ultra-high performance concrete uses high intensity, high-durability, high tenacity, closely knit concrete material, resistance to compression More than intensity 100MP, more than tensile strength 10MPa.
Described lightweight concrete employing density is little, the concrete material of heat insulation property, fire resistance, excellent in durability, There is concrete and the advantage of general organic insulation material.
The beneficial effects of the utility model:
(1) this utility model simple in construction, structure is rationally;
(2) there is high-strength, toughness, durable, the feature of insulation;
(3) economical and practical, market should be wide, environmental protection and energy saving.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation
Wherein 1-ultra-high performance concrete;2-lightweight concrete;3-vertical reinforcement;4-horizontal reinforcement;5-tension rib.
Detailed description of the invention
It is described in further detail with reference to the accompanying drawings and in conjunction with the embodiments to this utility model.
A kind of novel all-in-one wall body structure, including ultra-high performance concrete 1, lightweight concrete 2, vertical reinforcement 3, level Reinforcing bar 4, tension rib 5, described vertical reinforcement 3 is connected fixing formation two sides framework of steel reinforcement with horizontal reinforcement 4 by reinforcing bar tied silk, And by tension rib 5, two sides framework of steel reinforcement is connected, ultra-high performance concrete 1 pours and is formed with horizontal reinforcement 4 in vertical reinforcement 3 Two sides framework of steel reinforcement, lightweight concrete 2 pours between two sides ultra-high performance concrete 1 metope.
Described ultra-high performance concrete 1 uses high intensity, high-durability, high tenacity, closely knit concrete material, resistance to compression More than intensity 100MP, more than tensile strength 10MPa.
Described lightweight concrete 2 uses that density is little, the concrete material of heat insulation property, fire resistance, excellent in durability, There is concrete and the advantage of general organic insulation material.

Claims (3)

1. a novel all-in-one wall body structure, including ultra-high performance concrete (1), lightweight concrete (2), vertical reinforcement (3), Horizontal reinforcement (4), tension rib (5), it is characterised in that: described vertical reinforcement (3) is with horizontal reinforcement (4) by reinforcing bar tied silk even Connecing the fixing two sides framework of steel reinforcement that formed, and connected by two sides framework of steel reinforcement by tension rib (5), ultra-high performance concrete (1) waters Building the two sides framework of steel reinforcement formed in vertical reinforcement (3) and horizontal reinforcement (4), lightweight concrete (2) pours in two sides superelevation Between energy concrete (1) metope.
A kind of novel all-in-one wall body structure the most according to claim 1, it is characterised in that: described very-high performance coagulation Soil (1) uses high intensity, high-durability, high tenacity, closely knit concrete material, more than comprcssive strength 100MP, tensile strength More than 10MPa.
A kind of novel all-in-one wall body structure the most according to claim 1, it is characterised in that: described lightweight concrete (2) use that density is little, the concrete material of heat insulation property, fire resistance, excellent in durability, there is concrete and general organic guarantor The advantage of adiabator.
CN201620772195.6U 2016-07-13 2016-07-13 A kind of novel all-in-one wall body structure Expired - Fee Related CN205857450U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620772195.6U CN205857450U (en) 2016-07-13 2016-07-13 A kind of novel all-in-one wall body structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620772195.6U CN205857450U (en) 2016-07-13 2016-07-13 A kind of novel all-in-one wall body structure

Publications (1)

Publication Number Publication Date
CN205857450U true CN205857450U (en) 2017-01-04

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620772195.6U Expired - Fee Related CN205857450U (en) 2016-07-13 2016-07-13 A kind of novel all-in-one wall body structure

Country Status (1)

Country Link
CN (1) CN205857450U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339281A (en) * 2018-11-16 2019-02-15 华侨大学 A kind of prefabricated assembling type reinforced concrete shear wall vertically splices node structure and its construction method
CN109339282A (en) * 2018-11-16 2019-02-15 华侨大学 A kind of precast reinforced concrete shear wall and coupling beam connecting joint structure and its construction method
CN109339283A (en) * 2018-11-16 2019-02-15 华侨大学 A kind of prefabricated assembled steel reinforced concrete shear walls vertically splice node structure and its construction method
CN113123519A (en) * 2021-04-01 2021-07-16 安徽建筑大学 Self-insulation composite wall structure, installation mode, performance testing method and application thereof
CN115030351A (en) * 2022-05-05 2022-09-09 北京工业大学 Prefabricated ceramsite and foam concrete composite wall
CN115506603A (en) * 2022-10-10 2022-12-23 中建八局第三建设有限公司 Construction method of special-shaped steel skeleton high-performance concrete outer wall integrated heat insulation plate system

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109339281A (en) * 2018-11-16 2019-02-15 华侨大学 A kind of prefabricated assembling type reinforced concrete shear wall vertically splices node structure and its construction method
CN109339282A (en) * 2018-11-16 2019-02-15 华侨大学 A kind of precast reinforced concrete shear wall and coupling beam connecting joint structure and its construction method
CN109339283A (en) * 2018-11-16 2019-02-15 华侨大学 A kind of prefabricated assembled steel reinforced concrete shear walls vertically splice node structure and its construction method
CN113123519A (en) * 2021-04-01 2021-07-16 安徽建筑大学 Self-insulation composite wall structure, installation mode, performance testing method and application thereof
CN115030351A (en) * 2022-05-05 2022-09-09 北京工业大学 Prefabricated ceramsite and foam concrete composite wall
CN115506603A (en) * 2022-10-10 2022-12-23 中建八局第三建设有限公司 Construction method of special-shaped steel skeleton high-performance concrete outer wall integrated heat insulation plate system

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CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20170104

Termination date: 20190713