CN215291039U - ALC wall buttress additional strengthening - Google Patents

ALC wall buttress additional strengthening Download PDF

Info

Publication number
CN215291039U
CN215291039U CN202120627682.4U CN202120627682U CN215291039U CN 215291039 U CN215291039 U CN 215291039U CN 202120627682 U CN202120627682 U CN 202120627682U CN 215291039 U CN215291039 U CN 215291039U
Authority
CN
China
Prior art keywords
alc
buttress
wall
partition wall
hole
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.)
Active
Application number
CN202120627682.4U
Other languages
Chinese (zh)
Inventor
彭期翔
王金伟
郭起航
赵长春
程帅
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.)
China Construction Fourth Engineering Division Corp Ltd
Original Assignee
China Construction Fourth Engineering Division 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 China Construction Fourth Engineering Division Corp Ltd filed Critical China Construction Fourth Engineering Division Corp Ltd
Priority to CN202120627682.4U priority Critical patent/CN215291039U/en
Application granted granted Critical
Publication of CN215291039U publication Critical patent/CN215291039U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Working Measures On Existing Buildindgs (AREA)

Abstract

The utility model discloses a ALC wall buttress additional strengthening, this structure include ALC wall buttress and ALC partition wall, set up the round through-hole that runs through on ALC wall buttress and ALC partition wall, seted up the counter bore at the both ends of round through-hole, penetrated threaded screw in the round through-hole, it is fixed through gasket and hexagon nut at threaded screw's both ends, and gasket and hexagon nut set up in the counter bore. The utility model discloses an open the circle through-hole on ALC buttress and ALC partition wall to bolted connection's mode realizes the enhancement processing of ALC buttress, has improved the anti crack resistance of ALC buttress, has solved the mode that adopts bonding mortar to bond between conventional ALC buttress and ALC partition wall simply, avoids both interface cracking phenomenon to appear in the follow-up owner use, avoids the secondary to repair the risk.

Description

ALC wall buttress additional strengthening
Technical Field
The utility model relates to a ALC wall buttress additional strengthening belongs to building quality accident processing technology field.
Background
With the development of the assembly type building, wall materials are continuously innovated and popularized in recent years, the technical degree is obviously improved, but the ALC wall piles are still generally bonded by bonding mortar in a conventional mode, cracks are easily generated in the subsequent use process of owners, the ALC wall piles need to be repaired in the later period, and the repair engineering quantity is increased.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an ALC wall buttress additional strengthening to avoid in the follow-up owner use ALC wall buttress interface phenomenon of ftractureing to appear, avoid the secondary and repair the risk, improve ALC wall buttress anti-seismic performance.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a ALC wall buttress additional strengthening, includes ALC wall buttress and ALC partition wall, sets up the round through-hole that runs through on ALC wall buttress and ALC partition wall, has seted up the counter bore at the both ends of round through-hole, has penetrated threaded screw in the round through-hole, passes through gasket and hexagon nut at threaded screw's both ends and fixes, and gasket and hexagon nut set up in the counter bore.
Furthermore, bonding mortar is filled between the ALC wall pile and the ALC partition wall.
And simultaneously, the utility model also provides a construction method based on above-mentioned ALC wall buttress additional strengthening, including following step:
firstly, an ALC wall pile and an ALC partition wall with the same height are cut according to an inner wall plate deepening drawing, then counter bores are correspondingly formed in the front and back of a hole opener along the height direction of the ALC wall pile and the ALC partition wall, and then a circular through hole penetrating through the ALC wall pile and the ALC partition wall is formed in the center of each counter bore through an electric drill;
secondly, installing the ALC partition wall according to the deepening drawing of the inner wall plate, continuing to install the ALC wall pile after the ALC partition wall is installed, filling bonding mortar between the ALC partition wall and the ALC wall pile, penetrating through the circular through hole by adopting a double-head screw, and arranging a gasket and a hexagon nut at the bottom of the counter bore;
and step three, finally, fastening the hexagon nut by adopting a handheld rivet nut gun, and filling the gap between the double-headed screw and the counter bore by adopting weather-resistant glue.
In the method, the distance between the counter bores is not more than 1 m.
Since the technical scheme is used, the beneficial effects of the utility model are that: the utility model discloses an open the circle through-hole on ALC buttress and ALC partition wall to bolted connection's mode realizes the enhancement processing of ALC buttress, has improved the anti crack resistance of ALC buttress, has solved the mode that adopts bonding mortar to bond between conventional ALC buttress and ALC partition wall simply, avoids both interface cracking phenomenon to appear in the follow-up owner use, avoids the secondary to repair the risk.
Drawings
Fig. 1 is a perspective view of a schematic structural view of the present invention;
fig. 2 is a sectional view of a schematic structure of the utility model;
fig. 3 is a partial enlarged view of the structure diagram of the present invention.
Description of reference numerals: 1-ALC wall buttress, 2-ALC partition walls, 3-round through holes, 4-double-threaded screws, 5-gaskets, 6-hexagon nuts, 7-bonding mortar, 8-counter bores and 9-weather-resistant glue.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
The embodiment of the utility model provides a: please refer to fig. 1-3, an ALC wall stack reinforced structure, includes ALC wall stack 1 and ALC partition wall 2, sets up the circular through-hole 3 that runs through on ALC wall stack 1 and ALC partition wall 2, has seted up counter bore 8 at the both ends of circular through-hole 3, has penetrated threaded stud 4 in circular through-hole 3, passes through gasket 5 and hexagon nut 6 at threaded stud 4's both ends and fixes, and gasket 5 and hexagon nut 6 set up in counter bore 8. And bonding mortar 7 is filled between the ALC wall pile 1 and the ALC partition wall 2.
The construction method of the ALC wall pier reinforcing structure comprises the following steps:
firstly, intercepting an ALC (autoclaved lightweight concrete) wall pile 1 and an ALC partition wall 2 with the same height according to an inner wallboard deepening drawing, and then correspondingly arranging counter bores 8 in the front and back direction of the ALC wall pile 1 and the ALC partition wall 2 by adopting a hole drilling device, wherein the distance between the counter bores 8 is not more than 1 m; then, forming a circular through hole 3 penetrating through the ALC wall pile 1 and the ALC partition wall 2 in the center of the counter bore 8 by adopting an electric drill;
step two, then, installing the ALC partition wall according to the deepening drawing of the inner wall plate, after the ALC partition wall 2 is installed, continuing to install the ALC wall pile 1, filling bonding mortar 7 between the ALC partition wall 2 and the ALC wall pile 1, then, penetrating the circular through hole 3 by adopting a double-thread screw rod 4, and arranging a gasket 5 and a hexagon nut 6 at the bottom of the counter bore 8;
and step three, finally, fastening the hexagon nut 6 by adopting a handheld rivet nut gun, and filling the gap between the double-headed screw 4 and the counter bore 8 by adopting weather-resistant glue 9.
To sum up, the utility model discloses an open round through-hole on ALC buttress 1 and ALC partition wall 2 to bolted connection's mode realizes ALC buttress 1's enhancement processing, has improved ALC buttress 1's anti-crack performance, has solved the mode that adopts bonding mortar to bond between conventional ALC buttress and ALC partition wall simply, avoids both interface cracking phenomenon to appear in the follow-up owner use, avoids the secondary to repair the risk.

Claims (2)

1. The utility model provides a ALC wall pillar additional strengthening, includes ALC wall pillar (1) and ALC partition wall (2), its characterized in that: set up round through-hole (3) that run through on ALC buttress (1) and ALC partition wall (2), seted up counter bore (8) at the both ends of round through-hole (3), penetrated in round through-hole (3) and had double threaded screw (4), it is fixed through gasket (5) and hexagon nut (6) at the both ends of double threaded screw (4), and gasket (5) and hexagon nut (6) set up in counter bore (8).
2. The ALC buttress reinforcement structure of claim 1, wherein: and bonding mortar (7) is filled between the ALC wall stack (1) and the ALC partition wall (2).
CN202120627682.4U 2021-03-26 2021-03-26 ALC wall buttress additional strengthening Active CN215291039U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120627682.4U CN215291039U (en) 2021-03-26 2021-03-26 ALC wall buttress additional strengthening

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120627682.4U CN215291039U (en) 2021-03-26 2021-03-26 ALC wall buttress additional strengthening

Publications (1)

Publication Number Publication Date
CN215291039U true CN215291039U (en) 2021-12-24

Family

ID=79534706

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120627682.4U Active CN215291039U (en) 2021-03-26 2021-03-26 ALC wall buttress additional strengthening

Country Status (1)

Country Link
CN (1) CN215291039U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114908896A (en) * 2022-04-25 2022-08-16 中国建筑第二工程局有限公司 T-shaped embedded short-limb shear wall installation system and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114908896A (en) * 2022-04-25 2022-08-16 中国建筑第二工程局有限公司 T-shaped embedded short-limb shear wall installation system and construction method thereof

Similar Documents

Publication Publication Date Title
CN104032840B (en) The prestressing force assembling frame node connecting structure of additional angle steel
CN201217861Y (en) Assembly integral precast concrete shear wall
CN215291039U (en) ALC wall buttress additional strengthening
CN105332449B (en) The connector that a kind of prefabricated concrete shear force wall is connected with girder steel
CN106869567A (en) A kind of energy-dissipating type cold-formed thin-walled steel pipe concrete Lateral Resistant System
CN112252518A (en) Assembled building connection structure convenient to firm installation
CN110924562A (en) Flexible connection method for steel structure assembled exterior wall ALC wallboard
CN205153145U (en) Adopt precast concrete coincide floor of bolt and connection structure of H shaped steel roof beam
CN204983301U (en) Suspension type ALC side fascia
CN110284725B (en) Reinforced concrete frame node beam hogging moment assembly steel structure and reinforcing method thereof
CN108867886B (en) Node in bolt reinforcing bar bolt prefabricated assembly timber structure beam column
CN208981567U (en) A kind of assembly concrete shear wall connecting joint structure
CN110130485A (en) A kind of prefabricated assembled bean column node and its assembly method with tooth plate
CN205822501U (en) A kind of body of wall of prestressing force grass stock mould block splicing
CN106812252A (en) The anti-skidding prestressing force pull end anchorage of one kind sealing
CN104790562A (en) Steel frame filled wood shear wall structure connected by planting steel plates
CN214089628U (en) Prefabricated road rail guard
CN109594709B (en) Partially prefabricated assembled steel and recycled concrete composite board and manufacturing and assembling method thereof
CN203284801U (en) Assembled inspection well
CN112695938A (en) Double-steel-plate-concrete combined wallboard connecting piece
CN221143084U (en) Wallboard connection structure
CN215443237U (en) Door and window opening of masonry structure reinforced by C-shaped steel
CN111088860A (en) Three-dimensional shear-resistant reinforced concrete shear wall
CN214364316U (en) Assembled concrete floor mosaic structure
CN204590329U (en) Steel frame filled wood shear wall structure connected by planting steel plates

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant