CN206352346U - A kind of perps connector of prefabricated board wall - Google Patents
A kind of perps connector of prefabricated board wall Download PDFInfo
- Publication number
- CN206352346U CN206352346U CN201621407017.XU CN201621407017U CN206352346U CN 206352346 U CN206352346 U CN 206352346U CN 201621407017 U CN201621407017 U CN 201621407017U CN 206352346 U CN206352346 U CN 206352346U
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- China
- Prior art keywords
- type steel
- perps
- peg
- board wall
- wall
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
- E04B1/046—Connections specially adapted therefor using reinforcement loops protruding from the elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a kind of perps connector of prefabricated board wall, belongs to building structure constructing technology field.It includes a C-type steel along short transverse each insertion in the perps side wall of two adjacent board walls of board wall, and the notch of C-type steel is towards outside board wall, anchoring from top to bottom has multiple peg groups on bottom plate in the notch of each C-type steel, and the peg group on adjacent two board walls in C-type steel is interlaced sets.The utility model is connected by setting C-type steel, peg to coordinate cast-in-place high-strength concrete to complete board wall perps, C-type steel and peg play a part of the cast-in-place high-strength concrete of board wall wall and seam being attached, node bonding strength is high, and peg plays good shearing resistance effect, and seismic behavior is high.The utility model can realize the rapid assembling of prefabricated board wall, shorten construction period, reduce situ wet operation, improve the construction environment of job site, and connected mode is simple, and easy to operate, perps connecting node stress is good, improves engineering quality.
Description
Technical field
The utility model is related to building structure constructing technology field, especially a kind of perps connector of prefabricated board wall.
Background technology
At present, cast in situs mode is used China's traditional architecture mode of production, this mode generally existing construction manpower more
Cost is high, field operation amount is big, low production efficiency and by natural environment influence is larger, construction quality and safety cause anxiety, environment it is dirty
Contaminate the problems such as serious, resource and serious energy waste.In the recent period, with the progressively landing of China's architectural industrialization policy, construction industry
Welcome brand-new Reform Period, various component assembly rates are stepped up, core wall structure system, tube-in-tube structural system and
Prefabricated board wall has strict want to its board wall seam various aspects of performance as main stress wall in shear wall structure system
Ask, the seam between building assembled architecture precast stressed board wall (shear wall) of the China based on PC (precast concrete) is very
Difficulty meets bonding strength, and causing later stage seam to produce, crack influence is attractive in appearance or even influence structure is safe.Existing board wall joint technique
Specifically there is following defect and deficiency：First, overall to use cast in situs mode, field operation amount is big, and airborne dust noise pollution is serious,
And it is larger by natural environment influence, the duration is longer to be difficult to ensure that construction speed.
2nd, it is overall to use cast in situs mode, limited by site work environment, presentation quality is not attractive in appearance enough, project installation
Precision is not high, and it is long-standing common quality defect that quality, which is especially also easy to produce crack, at node.3rd, it is overall to use cast in situs side
Formula, template system workload is big, long construction period and potential safety hazard is more.4th, traditional prefabricated components node is difficult to ensure that connection is strong
Degree, it is impossible to reach good stress performance, the later stage common quality defects such as crack easily occurs and anti-seismic performance is low.
Utility model content
The purpose of this utility model is that there is provided a kind of connection of the perps of prefabricated board wall to overcome above-mentioned the deficiencies in the prior art
Part.The utility model is connected by setting C-type steel, peg to coordinate cast-in-place high-strength concrete to complete board wall perps, C-type steel and peg
Play a part of the cast-in-place high-strength concrete of board wall wall and seam being attached, node bonding strength is high, peg is played well
Shearing resistance effect, seismic behavior is high.The utility model can realize the rapid assembling of prefabricated board wall, shorten construction period, reduce
Situ wet operation, improves the construction environment of job site, and connected mode is simple, and easy to operate, perps connecting node stress is good
It is good, improve engineering quality.
To achieve the above object, the utility model uses following technical proposals：A kind of perps connector of prefabricated board wall, it
Include a C-type steel of each insertion in the perps side wall of two adjacent board walls of the short transverse along board wall, and the groove of C-type steel
Mouthful towards outside board wall, anchoring from top to bottom has multiple peg groups, and adjacent two on the bottom plate in the notch of each C-type steel
The interlaced setting of peg group on individual board wall in C-type steel；
C-type steel notch in the perps side wall of two adjacent board walls interlocks to form cavity, and the peg circle in peg group
Column cap is stretched on adjacent board wall in the notch of C-type steel, and cast-in-place high-strength concrete has been poured in the cavity.
It is preferred that, each peg group includes the peg that two horizontal alignments are set.
It is preferred that, multiple peg groups of anchoring are from top to bottom equally spaced in the C-type steel notch.
The beneficial effects of the utility model are：The utility model is by setting C-type steel, peg to coordinate cast-in-place high-strength concrete
The connection of board wall perps is completed, C-type steel and peg play a part of the cast-in-place high-strength concrete of board wall wall and seam being attached,
Node bonding strength is high, and peg plays good shearing resistance effect, and seismic behavior is high.The utility model can realize the fast of prefabricated board wall
Speed makeup is matched somebody with somebody, and shortens construction period, reduces situ wet operation, improves the construction environment of job site, and connected mode is simple, behaviour
Facilitate, perps connecting node stress is good, improve engineering quality.
Brief description of the drawings
Fig. 1 is C-type steel and board wall attachment structure schematic diagram；
C-type steel interlocks to form the structural representation of cavity in two board walls that Fig. 2 is connected to；
Fig. 3 is the structural representation for pouring cast-in-place concrete in Fig. 2 at cavity；
Fig. 4 is board wall perps attachment structure schematic diagram；
Fig. 5 is the dimensional structure diagram of board wall perps attachment structure；
Fig. 6 is the schematic enlarged-scale view at A in Fig. 5.
Embodiment
The utility model is further illustrated with reference to the accompanying drawings and examples.
As shown in Figures 1 to 4, a kind of perps connector of prefabricated board wall, it includes the short transverse along board wall adjacent
Two board walls perps side wall in each insertion a C-type steel 1, and C-type steel 1 notch towards outside board wall, each c-type
From top to bottom anchoring has multiple peg groups on bottom plate in the notch of steel 1, and the peg on adjacent two board walls in C-type steel 1
Group is interlaced to be set；
The notch of C-type steel 1 in the perps side wall of two adjacent board walls interlocks the peg to be formed in cavity 5, and peg group
Socket cap is stretched on adjacent board wall in the notch of C-type steel 1, and cast-in-place high-strength concrete 3 has been poured in the cavity 5.
The perps connector of the prefabricated board wall of the utility model, it is main to utilize C-type steel 1, peg 2, cast-in-place high-strength concrete, C
Shaped steel 1 plays a part of board wall wall with peg 2 and is connected with the cast-in-place high-strength concrete of seam 3.C-type steel 1 and prefabricated board are within the walls
Main body framework structure is effectively anchored, and is coordinated the preferable connectivity of the shear behavior of peg 2 and cast-in-place high-strength concrete 3, is improved section
Point bonding strength.Two adjacent board walls are attached to relevant position during construction, C-type steel 1 is interlocked, the docking of two nodes is completed,
Seam crossing formation cavity 5, is accurately positioned rear cast in situs high-strength concrete.
On the basis of above-mentioned technical proposal, each peg group includes the peg 2 that two horizontal alignments are set.So set
Put, meet shear behavior and bonding strength needs, meet actual use needs.
On the basis of above-mentioned technical proposal, multiple peg groups of anchoring from top to bottom equidistant cloth in the notch of C-type steel 1
Put.It is arranged such, is equally spaced the uniform force for causing perps junction, strengthen perps bonding strength, improves seismic behavior,
Meet Shi Jishiyong needs.
Limitation to the utility model protection domain, one of ordinary skill in the art should be understood that in skill of the present utility model
On the basis of art scheme, those skilled in the art need not pay the various modifications that creative work can make or deformation still exists
Within protection domain of the present utility model.
Claims (3)
1. a kind of perps connector of prefabricated board wall, it is characterised in that：It includes the short transverse along board wall at adjacent two
A C-type steel (1) of each insertion in the perps side wall of board wall, and C-type steel (1) notch towards outside board wall, each C-type steel
(1) from top to bottom anchoring has multiple peg groups on the bottom plate in notch, and the bolt on adjacent two board walls in C-type steel (1)
Nail group is interlaced to be set；
C-type steel (1) notch in the perps side wall of two adjacent board walls interlocks to form cavity (5), and the peg in peg group
Socket cap is stretched on adjacent board wall in the notch of C-type steel (1), and cast-in-place high-strength concrete (3) has been poured in the cavity (5).
2. a kind of perps connector of prefabricated board wall according to claim 1, it is characterised in that：Each peg group bag
Include the peg (2) that two horizontal alignments are set.
3. a kind of perps connector of prefabricated board wall according to claim 1 or 2, it is characterised in that：The C-type steel (1)
Multiple peg groups of anchoring are from top to bottom equally spaced in notch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621407017.XU CN206352346U (en) | 2016-12-21 | 2016-12-21 | A kind of perps connector of prefabricated board wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621407017.XU CN206352346U (en) | 2016-12-21 | 2016-12-21 | A kind of perps connector of prefabricated board wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206352346U true CN206352346U (en) | 2017-07-25 |
Family
ID=59347915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621407017.XU Active CN206352346U (en) | 2016-12-21 | 2016-12-21 | A kind of perps connector of prefabricated board wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206352346U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019050475A1 (en) * | 2017-09-08 | 2019-03-14 | Dragages Singapore Pte Ltd | A method for constructing a building |
| CN110130527A (en) * | 2019-05-31 | 2019-08-16 | 石家庄铁道大学 | Modular assembly formula composite wall, assembled arthitecutral structure system and construction method |
| WO2019221668A1 (en) * | 2018-05-17 | 2019-11-21 | Kcl Consultants Pte Ltd | Ppvc connector |
| CN112302881A (en) * | 2020-09-15 | 2021-02-02 | 重庆大学 | Precast concrete pipe sheet connecting structure for steel-concrete tower cylinder |
| CN112376701A (en) * | 2020-11-25 | 2021-02-19 | 华南理工大学 | Bolt connecting structure of prefabricated steel plate concrete wall and steel pipe concrete column and construction method |
| CN114032765A (en) * | 2021-11-30 | 2022-02-11 | 深圳大学 | Assembled prefabricated plate assembling joint connecting assembly and joint structure thereof |
-
2016
- 2016-12-21 CN CN201621407017.XU patent/CN206352346U/en active Active
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019050475A1 (en) * | 2017-09-08 | 2019-03-14 | Dragages Singapore Pte Ltd | A method for constructing a building |
| WO2019221668A1 (en) * | 2018-05-17 | 2019-11-21 | Kcl Consultants Pte Ltd | Ppvc connector |
| CN110130527A (en) * | 2019-05-31 | 2019-08-16 | 石家庄铁道大学 | Modular assembly formula composite wall, assembled arthitecutral structure system and construction method |
| CN112302881A (en) * | 2020-09-15 | 2021-02-02 | 重庆大学 | Precast concrete pipe sheet connecting structure for steel-concrete tower cylinder |
| CN112376701A (en) * | 2020-11-25 | 2021-02-19 | 华南理工大学 | Bolt connecting structure of prefabricated steel plate concrete wall and steel pipe concrete column and construction method |
| CN114032765A (en) * | 2021-11-30 | 2022-02-11 | 深圳大学 | Assembled prefabricated plate assembling joint connecting assembly and joint structure thereof |
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| GR01 | Patent grant |