CN209620322U - Connection structure between blockwork masonry formula load bearing wall and filling wall - Google Patents
Connection structure between blockwork masonry formula load bearing wall and filling wall Download PDFInfo
- Publication number
- CN209620322U CN209620322U CN201822200881.8U CN201822200881U CN209620322U CN 209620322 U CN209620322 U CN 209620322U CN 201822200881 U CN201822200881 U CN 201822200881U CN 209620322 U CN209620322 U CN 209620322U
- Authority
- CN
- China
- Prior art keywords
- wall
- load bearing
- blockwork
- blockwork masonry
- masonry
- 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
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model provides the connection structure between a kind of blockwork masonry formula load bearing wall and filling wall, including blockwork masonry load bearing wall and blockwork masonry filler wall, uniformly distributed multiple steel ties between blockwork masonry load bearing wall and blockwork masonry filler wall, link block is equipped between the end face of blockwork masonry load bearing wall and the end face of blockwork masonry filler wall, the intensity of link block is lower than the intensity of blockwork masonry filler wall, one end of link block is equipped with the horse tooth trough cooperated with the end of blockwork masonry filler wall, the other end of link block is the perpendicular structure being bonded with the end of blockwork masonry load bearing wall.Connection structure between blockwork masonry formula load bearing wall described in the utility model and filling wall, the flexible connection that failure mechanics are preset under the rigid connection and big shake working condition of service stage is realized, the similarity of the actual forced status and computation model stress that make link position improves.
Description
Technical field
The utility model belongs to assembled Reinforced Block Masonry Shear Wall Structure technical field, more particularly, to a kind of prefabricated
Connection structure between block masonry formula load bearing wall and filling wall.
Background technique
After the lifting of blockwork masonry component, installation realize that vertical reinforcement and horizontal reinforcement are reliably connected, in wall hole
The structure of casting concrete formation is assembled Reinforced Block Masonry Shear Wall Structure in hole and in connecting column, and vertical load-bearing uses
The building of the structure is assembled built with ribbed bricks building.The block masonry wall of the structure all uses preformed patterns, that is, exists
Concrete block masonry at wall piece, and has been configured horizontal reinforcement or steel tie by factory or prefabricated place.According to wall whether load-bearing, will
Blockwork masonry wall is divided into blockwork masonry load bearing wall and blockwork masonry filler wall.
Contiguous prefabricated block masonry load bearing wall is connected by cast-in-situ reinforced concrete column (i.e. connecting column) in same floor
It connects, to realize the structural behaviour integration of contiguous prefabricated block masonry load bearing wall.Blockwork masonry load bearing wall and blockwork
The connection of masonry filler wall should consider the performance requirement of service stage, also consider that the performance of geological process limit inferior state is wanted
It asks, so that same connection structure meets above two completely different performance requirement.
Summary of the invention
In view of this, the utility model is directed to the connection between a kind of blockwork masonry formula load bearing wall and filling wall
Structure realizes the flexible connection that failure mechanics are preset under the rigid connection and big shake working condition of service stage.
In order to achieve the above objectives, the technical solution of the utility model is achieved in that
A kind of connection structure between blockwork masonry formula load bearing wall and filling wall, including blockwork masonry load bearing wall
With blockwork masonry filler wall, uniformly distributed multiple drawknot steel between blockwork masonry load bearing wall and blockwork masonry filler wall
Muscle is equipped with link block, institute between the end face of blockwork masonry load bearing wall and the end face of blockwork masonry filler wall
The intensity for the link block stated is lower than blockwork masonry filler wall, and one end of the link block is equipped with to be filled out with blockwork masonry
The horse tooth trough of the end cooperation of wall is filled, the other end of the link block is to be bonded with the end of blockwork masonry load bearing wall
Perpendicular structure, the link block are built by anchoring multiple steel ties and blockwork in blockwork masonry load bearing wall
Body load bearing wall and blockwork masonry filler wall are connected as one.
Further, the link block is by low-intensity foam concrete block, air-entrained concrete building block or Concrete Filled
It forms.
Further, building block used in the blockwork masonry formula load bearing wall is built with ribbed bricks dedicated building block, is both contained
There is vertical hole, and contain horizontal groove, building block used in blockwork masonry filler wall is common building block.
Further, one end of multiple steel ties is arranged in blockwork masonry filler wall horizontal mortar joint,
The other end is anchored in the horizontal groove of blockwork masonry load bearing wall.
Further, 2 steel ties are set every 400mm along the short transverse of blockwork masonry filler wall.
Further, a height of 200mm of the tooth of the horse tooth trough, tooth depth 100mm.
Further, the minimum widith of the link block is 200mm.
Compared with the existing technology, between a kind of blockwork masonry formula load bearing wall described in the utility model and filling wall
Connection structure has the advantage that
Connection structure between a kind of blockwork masonry formula load bearing wall described in the utility model and filling wall, 1, pass through
Link block connects blockwork masonry load bearing wall and blockwork masonry filler wall, and the intensity of link block is lower than blockwork masonry
The Intensity Design for filling wall, the flexibility for being rigidly connected with presetting failure mechanics under big shake working condition for realizing service stage connect
It connects, is improved the actual forced status of link position and the similarity of computation model stress, reduce computation model and miss
Difference；2, link block and blockwork masonry filler wall joint face improve link block and blockwork by the way of horse tooth trough
The bonding strength of masonry filler wall；3, joint face is perpendicular between link block and blockwork masonry load bearing wall, so that
Failure mechanics under big shake working condition appear in the interface of blockwork masonry load bearing wall and link block, greatly improve assembled
The anti-seismic performance of Reinforced Block Masonry Shear Wall Structure.
Detailed description of the invention
The attached drawing for constituting a part of the utility model is used to provide a further understanding of the present invention, this is practical new
The illustrative embodiments and their description of type are not constituteed improper limits to the present invention for explaining the utility model.In
In attached drawing:
Fig. 1 is the connection structure between blockwork masonry formula load bearing wall described in the utility model embodiment and filling wall
Schematic diagram；
Fig. 2 is steel tie bending anchoring schematic diagram.
Description of symbols:
1- blockwork masonry load bearing wall, 2- blockwork masonry filler wall, 3- steel tie, 4- link block, 5- gingival cyst of mucous gland in the newborn
Raft, 6- perpendicular structure.
Specific embodiment
It should be noted that in the absence of conflict, the feature in the embodiments of the present invention and embodiment can
To be combined with each other.
The utility model will be described in detail below with reference to the accompanying drawings and embodiments.
As shown in Figure 1, the connection structure between a kind of blockwork masonry formula load bearing wall and filling wall, including blockwork
Masonry load bearing wall 1 and blockwork masonry filler wall 2, between blockwork masonry load bearing wall 1 and blockwork masonry filler wall 2
Uniformly distributed multiple steel ties 3, the end face of the blockwork masonry load bearing wall 1 and the end face of blockwork masonry filler wall 2
Between be equipped with link block 4, the intensity of the link block 4 is lower than the intensity of blockwork masonry filler wall 2, the link block
4 one end is equipped with the horse tooth trough 5 cooperated with the end of blockwork masonry filler wall 2, the other end of the link block 4 be with
The perpendicular structure 6 of the end fitting of blockwork masonry load bearing wall 1, the link block 4 in blockwork masonry by holding
Multiple steel ties 3 are anchored in weight wall 1 to be connected as one with blockwork masonry load bearing wall 1 and blockwork masonry filler wall 2.
Link block 4 is formed by low-intensity foam concrete block, air-entrained concrete building block or Concrete Filled.
Specific: it is the common concrete block masonry of 5Mpa that blockwork masonry filler wall 2, which selects compression strength, and link block 4 selects
The air-entrained concrete building block for being 3.5Mpa with compression strength builds, the foam concrete that compression strength is 0.5-3.5Mpa is selected to build
Block builds or selects cast-in-place concrete of the compression strength less than 1Mpa to pour.
Building block used in blockwork masonry formula load bearing wall 1 is built with ribbed bricks dedicated building block, not only contains vertical hole, but also
Containing horizontal groove, building block used in blockwork masonry filler wall 2 is common building block.
It is real by the concrete and multiple steel ties being perfused in the vertical hole of blockwork masonry load bearing wall and horizontal groove
The integrated connection of existing blockwork masonry load bearing wall, blockwork masonry filler wall and link block.
It is high 190mm, long 390mm and width 190mm according to the size of the building block of main specifications in the market, horse tooth trough 5 is set
Tooth a height of 200mm, tooth depth 100mm, the minimum widith of link block 4 is 200mm.
A kind of connection method of blockwork masonry formula load bearing wall and filling wall: the following steps are included:
Step 1: the prefabricated work of block masonry load bearing wall 1 and block masonry filling wall 2 is completed in factory or prefabricated place
To make, when progress block masonry filling wall 2 is prefabricated, the end that it is connect with blockwork masonry load bearing wall 1 is built into horse tooth trough,
And steel tie 3 is buried in horizontal mortar joint as required；
Step 2: hoisting prefabricated block masonry load bearing wall 1 and blockwork masonry filler wall 2 respectively, and by steel tie 3
It protrudes into the horizontal groove of blockwork masonry load bearing wall 1；
Step 3: it with the building block or cast-in-place concrete filling link block 4 for being lower than 2 intensity of blockwork masonry filler wall, adopts
With being filled in the form of building when building block, filled in the form of pouring when using cast-in-place concrete；
Step 4: pouring glues pouring machine to the vertical hole and horizontal groove of blockwork masonry load bearing wall 1, to realize
Anchoring of the steel tie 3 in blockwork masonry load bearing wall 1, it is final to guarantee blockwork masonry load bearing wall 1 and blockwork
The realization of masonry filler wall 2 is reliably connected.
Specifically, burying the drawknot of 2 φ 6 in horizontal mortar joint every 400mm along blockwork masonry filler wall overall height
Reinforcing bar 3, the length protruded into the horizontal mortar joint of blockwork masonry filler wall 2 are no less than 1000mm；The steel tie 3 is curved
In the horizontal groove for entering blockwork masonry load bearing wall 1, the length of blockwork masonry load bearing wall 1 is protruded into not less than 300mm, such as
Shown in Fig. 2, the end A, which represents, anchors into blockwork masonry load bearing wall, and the end B represents and protrudes into blockwork masonry filler wall.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model
Protection scope within.
Claims (7)
1. the connection structure between a kind of blockwork masonry formula load bearing wall and filling wall, it is characterised in that: including blockwork
Masonry load bearing wall (1) and blockwork masonry filler wall (2), blockwork masonry load bearing wall (1) and the filling of blockwork masonry
Uniformly distributed multiple steel ties (3), the end face of the blockwork masonry load bearing wall (1) and blockwork masonry between wall (2)
It fills and is equipped with link block (4) between the end face of wall (2), the intensity of the link block (4) is lower than blockwork masonry filler wall
(2) intensity, one end of the link block (4) are equipped with the horse tooth trough cooperated with the end of blockwork masonry filler wall (2)
(5), the other end of the link block (4) is the perpendicular structure being bonded with the end of blockwork masonry load bearing wall (1)
(6), the link block (4) passes through the multiple steel ties (3) of anchoring in blockwork masonry load bearing wall (1) and blockwork block
Body load bearing wall (1) and blockwork masonry filler wall (2) are connected as one.
2. the connection structure between blockwork masonry formula load bearing wall according to claim 1 and filling wall, feature exist
In: the link block (4) is formed by low-intensity foam concrete block, air-entrained concrete building block or Concrete Filled.
3. the connection structure between blockwork masonry formula load bearing wall according to claim 2 and filling wall, feature exist
In: building block used in the blockwork masonry formula load bearing wall (1) is built with ribbed bricks dedicated building block, both contains vertical hole,
Contain horizontal groove again, building block used in the blockwork masonry filler wall (2) is common building block.
4. the connection structure between blockwork masonry formula load bearing wall according to claim 3 and filling wall, feature exist
In: one end of multiple steel ties (3) is arranged in the horizontal mortar joint of blockwork masonry filler wall (2), the other end
It is anchored in the horizontal groove of blockwork masonry load bearing wall (1).
5. the connection knot between blockwork masonry formula load bearing wall described in any one of -4 and filling wall according to claim 1
Structure, it is characterised in that: 2 steel ties (3) are arranged every 400mm in the short transverse along blockwork masonry filler wall (2).
6. the connection structure between blockwork masonry formula load bearing wall according to claim 5 and filling wall, feature exist
In: the tooth a height of 200mm, tooth depth 100mm of the horse tooth trough (5).
7. the connection structure between blockwork masonry formula load bearing wall according to claim 6 and filling wall, feature exist
In: the minimum widith of the link block (4) is 200mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822200881.8U CN209620322U (en) | 2018-12-26 | 2018-12-26 | Connection structure between blockwork masonry formula load bearing wall and filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822200881.8U CN209620322U (en) | 2018-12-26 | 2018-12-26 | Connection structure between blockwork masonry formula load bearing wall and filling wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209620322U true CN209620322U (en) | 2019-11-12 |
Family
ID=68447115
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822200881.8U Active CN209620322U (en) | 2018-12-26 | 2018-12-26 | Connection structure between blockwork masonry formula load bearing wall and filling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209620322U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112560148A (en) * | 2020-12-18 | 2021-03-26 | 中国二十冶集团有限公司 | BIM-based wall modeling method and system for wall end processing |
-
2018
- 2018-12-26 CN CN201822200881.8U patent/CN209620322U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112560148A (en) * | 2020-12-18 | 2021-03-26 | 中国二十冶集团有限公司 | BIM-based wall modeling method and system for wall end processing |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102900168B (en) | Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall | |
| CN202831203U (en) | Assembly type concrete frame-shear wall split assembling structure and fabricative structure | |
| CN104294753B (en) | A kind of hollow pier stud syndeton of bridge prefabrication and construction | |
| CN104153287B (en) | There is the section assembling concrete frame bridge pier system and method for self-resetting capability | |
| CN103334422A (en) | Assembled embedded type prefabricated hollow underground continuous wall and construction method thereof | |
| CN211036679U (en) | Socket joint connection structure of prefabricated pier stud of assembled bridge and cushion cap | |
| CN205444475U (en) | Prefab and basic connected node | |
| CN107044177A (en) | A kind of assembly concrete shear wall fractionation, assembled attachment structure and connection method | |
| CN205242683U (en) | Shear wall structure is connected to combined type | |
| CN104032854B (en) | Assembled T-shaped mixing coupled wall and construction method thereof | |
| CN203684399U (en) | Embedded-column prefabricated part connection node | |
| CN108625356A (en) | A kind of prefabricated prestressed underground continuous wall and its construction method | |
| CN206174195U (en) | Assembled concrete shear force wall split, assemble connection structure | |
| CN103726589A (en) | H-shaped steel and steel pipe framework assembly shear wall with protruding interfaces and bent steel bars and manufacturing method | |
| CN209620322U (en) | Connection structure between blockwork masonry formula load bearing wall and filling wall | |
| CN206337655U (en) | A kind of assembly concrete wallboard and its soft rope anchor ring attachment structure of reinforcement | |
| CN103741809A (en) | Embedded column type prefabricated part connecting method | |
| CN104032855B (en) | Assembled cross mixing coupled wall and construction method thereof | |
| KR100891013B1 (en) | Precast concrete unit bonding method by making error | |
| CN108149816A (en) | A kind of assembled integral steel reinforced concrete frame supports composite shear wall structure | |
| CN204174527U (en) | The hollow pier stud syndeton of a kind of bridge prefabrication | |
| CN208009700U (en) | A kind of assembled integral steel reinforced concrete frame support composite shear wall structure | |
| CN208152311U (en) | A kind of two-sided folded type steel shear wall | |
| KR20140110491A (en) | Half precast concrete column manufacturing method using saddle-type ties and dual hoops and constructing method using the same | |
| CN208650313U (en) | A kind of assembled integral reinforced concrete band shearing-resistant member Coupled Shear Wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |