CN206800639U - A kind of floor gap resistance to plucking attachment structure - Google Patents

A kind of floor gap resistance to plucking attachment structure Download PDF

Info

Publication number
CN206800639U
CN206800639U CN201720378912.1U CN201720378912U CN206800639U CN 206800639 U CN206800639 U CN 206800639U CN 201720378912 U CN201720378912 U CN 201720378912U CN 206800639 U CN206800639 U CN 206800639U
Authority
CN
China
Prior art keywords
drawing element
floor
plucking
resistance
attachment structure
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.)
Expired - Fee Related
Application number
CN201720378912.1U
Other languages
Chinese (zh)
Inventor
刘宇清
杨秀红
宫大壮
段慧莹
赖昕云
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.)
INTECH BUILDING Co Ltd
Original Assignee
INTECH BUILDING Co 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 INTECH BUILDING Co Ltd filed Critical INTECH BUILDING Co Ltd
Priority to CN201720378912.1U priority Critical patent/CN206800639U/en
Application granted granted Critical
Publication of CN206800639U publication Critical patent/CN206800639U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a kind of floor gap resistance to plucking attachment structure, including:Floor (1), the lower floor's wall vertical keel (2) for being symmetricly set in floor (1) both sides, lower floor's wall top nose girder (3), upper wall centre keel (4), upper wall bottom nose girder (5), the first anti-drawing element (6) and the second anti-drawing element (7) for being symmetricly set in floor (1) both sides, for connecting bolt (8), the first nut for fixing the first anti-drawing element (6), the second nut for fixing the second anti-drawing element (7) of the first anti-drawing element (6) and the second anti-drawing element (7);Wherein, the first anti-drawing element (6) is arranged at the intersection of lower floor's wall vertical keel (2) and lower floor's wall top nose girder (3), the second anti-drawing element (7) is arranged at the intersection of upper wall centre keel (4) and upper wall bottom nose girder (5).Floor gap resistance to plucking attachment structure of the present utility model is easy for construction, can enhancing structure breakout capacity without cutting sheet material in construction.

Description

A kind of floor gap resistance to plucking attachment structure
Technical field
It the utility model is related to building field, more particularly to a kind of floor gap resistance to plucking attachment structure.
Background technology
In order to resist wind suction and the vertical uplift force of wall caused by horizontal loading, ensured up and down to strengthen house globality Secure connection between layer wall, in Practical Project, engineering side can be set in region of interest strengthens connector.At this stage, it is Transmit floor gap withdrawal resistance up and down and be mainly attached using bar shaped connector (steel band) be existing engineering Normal practice, but should Way needs in wall outer side, inner side to set bar shaped connector respectively, there is that complicated construction technique, binding effect be poor, resistance to plucking is imitated The shortcomings of fruit is bad.
Utility model content
For the disadvantages mentioned above proposed in the prior art, the utility model provides a kind of floor gap resistance to plucking attachment structure.
The utility model provides a kind of floor gap resistance to plucking attachment structure, including:Floor, it is symmetricly set in floor both sides Lower floor's wall vertical keel, lower floor's wall top nose girder and upper wall centre keel, upper wall bottom nose girder;Also include being symmetrical arranged The first anti-drawing element and the second anti-drawing element in floor both sides, for connecting the spiral shell of first anti-drawing element and second anti-drawing element Bolt, the first nut for fixing the first anti-drawing element, the second nut for fixing the second anti-drawing element;Wherein, described first is anti- Pull out part be arranged at the intersection of lower floor's wall vertical keel and lower floor's wall the top nose girder, second anti-drawing element be arranged at it is described The intersection of upper wall centre keel and upper wall bottom nose girder.
Above-mentioned floor gap resistance to plucking attachment structure also has the characteristics that:
First anti-drawing element is identical with the structure of second anti-drawing element, includes the bottom plate of form right angle bending structure And backboard, it is connected to the bottom plate and two side plates of the backboard both sides.
Above-mentioned floor gap resistance to plucking attachment structure also has the characteristics that:
There are multiple connection through holes, first anti-drawing element is by connecting through hole and institute on the backboard of first anti-drawing element Lower floor's wall vertical keel is stated to be fixedly connected;
There are multiple connection through holes, second anti-drawing element is by connecting through hole and institute on the backboard of second anti-drawing element Upper wall centre keel is stated to be fixedly connected;
There is a resistance to plucking bolt hole on the bottom plate of first anti-drawing element, have one on the bottom plate of second anti-drawing element Individual resistance to plucking bolt hole;
The resistance to plucking bolt hole of the bottom plate of the anti-drawing element of screw bolt passes second, upper wall bottom nose girder, floor, lower floor Wall top nose girder, the first anti-drawing element bottom plate resistance to plucking bolt hole.
Above-mentioned floor gap resistance to plucking attachment structure also has the characteristics that:
A diameter of 2~8 millimeters, a diameter of 10~30 millimeters of the resistance to plucking bolt hole of the connection through hole.
Above-mentioned floor gap resistance to plucking attachment structure also has the characteristics that:
A diameter of 5 millimeters, a diameter of 28 millimeters of the resistance to plucking bolt hole of the connection through hole.
Above-mentioned floor gap resistance to plucking attachment structure also has the characteristics that:
The length of the backboard of first anti-drawing element and second anti-drawing element is 180~500 millimeters, and the length of bottom plate is 40~80 millimeters.
Above-mentioned floor gap resistance to plucking attachment structure also has the characteristics that:
The length of the backboard of first anti-drawing element and second anti-drawing element is 191 or 251 millimeters, and the length of bottom plate is 56 millimeters.
Above-mentioned floor gap resistance to plucking attachment structure also has the characteristics that:
The side plate of first anti-drawing element and second anti-drawing element is trapezoidal plate.
Above-mentioned floor gap resistance to plucking attachment structure also has the characteristics that:
Lower floor's wall vertical keel and upper wall centre keel are c-type keel, lower floor's wall top nose girder and upper strata Wall bottom nose girder is U-shaped keel.
Floor gap resistance to plucking attachment structure of the present utility model is easy for construction, without cutting sheet material in construction, can strengthen knot Structure breakout capacity, be particularly suitable for use in composite floor structure.
Brief description of the drawings
Form a part of accompanying drawing of the present utility model to be used for providing further understanding to of the present utility model, this practicality is new The schematic description and description of type is used to explain the utility model, does not form to improper restriction of the present utility model. In accompanying drawing:
Fig. 1 is the structure chart of floor gap resistance to plucking attachment structure in embodiment.
Embodiment
It is new below in conjunction with this practicality to make the purpose, technical scheme and advantage of the utility model embodiment clearer Accompanying drawing in type embodiment, the technical scheme in the embodiment of the utility model is clearly and completely described, it is clear that is retouched The embodiment stated is the utility model part of the embodiment, rather than whole embodiments.Based on the implementation in the utility model Example, the every other embodiment that those of ordinary skill in the art are obtained under the premise of creative work is not made, is belonged to The scope of the utility model protection.It should be noted that in the case where not conflicting, in the embodiment and embodiment in the application Feature can mutually be combined.
Fig. 1 is the structure chart of floor gap resistance to plucking attachment structure in embodiment, as shown in figure 1, floor gap resistance to plucking attachment structure Including:Floor 1, the lower floor's wall vertical keel 2 for being symmetricly set in the both sides of floor 1, lower floor's wall top nose girder 3 and upper wall are erected Keel 4, upper wall bottom nose girder 5;Also include the first anti-drawing element 6 and the second anti-drawing element 7 for being symmetricly set in the both sides of floor 1, use In the bolt 8 of the first anti-drawing element 6 of connection and the second anti-drawing element 7, the first nut for fixing the first anti-drawing element 6, for fixing Second nut of the second anti-drawing element 7;Wherein, the first anti-drawing element 6 is arranged at lower floor's wall vertical keel 2 and lower floor's wall top nose girder 3 Intersection, the second anti-drawing element 7 be arranged at the intersection of upper wall centre keel 4 and upper wall bottom nose girder 5.
Lower floor's wall vertical keel 2 and upper wall centre keel 4 are c-type keel, lower floor's wall top nose girder 3 and upper wall bottom Nose girder 5 is U-shaped keel.
First anti-drawing element 6 is identical with the structure of the second anti-drawing element 7, bottom plate and the back of the body including form right angle bending structure Plate, it is connected to bottom plate and two side plates of backboard both sides.There are multiple connection through holes, first is anti-on the backboard of first anti-drawing element 6 Pull out part 6 and be fixedly connected by connecting through hole with lower floor wall vertical keel 2;Have multiple connections logical on the backboard of second anti-drawing element 7 Hole, the second anti-drawing element 7 are fixedly connected by connecting through hole with upper wall centre keel 4;Have one on the bottom plate of first anti-drawing element 6 Individual resistance to plucking bolt hole, there is a resistance to plucking bolt hole on the bottom plate of the second anti-drawing element 7;Bolt 8 sequentially passes through the second anti-drawing element 7 The resistance to plucking bolt hole of bottom plate, upper wall bottom nose girder 5, floor 1, lower floor's wall top nose girder 3, the first anti-drawing element 6 bottom plate it is anti- Pull out bolt hole.
Connection through hole distribution on the backboard of first anti-drawing element 6 and the second anti-drawing element 7 can be set according to being actually needed, example It is arranged to 5 rows 2 when such as anti-drawing element being highly 191 millimeters and arranges;Anti-drawing element is arranged to 8 rows 2 when being highly 251 millimeters and arranged.
Connect through hole a diameter of 2~8 millimeters (such as 5 millimeters), resistance to plucking bolt hole a diameter of 10~30 millimeters (such as 28 millimeters).The length of the backboard of first anti-drawing element 6 and the second anti-drawing element 7 is 180~500 millimeters (such as 191 or 251 millimeters), The length of bottom plate is 40~80 millimeters (such as 56 millimeters).
The side plate of first anti-drawing element 6 and the second anti-drawing element 7 is trapezoidal plate.
In practice of construction, the screw number on anti-drawing element position and anti-drawing element is determined by structural analysis, resistance to plucking is set Part position is typically at wall both sides OR gate window hole both ends.It can be automatically positioned when keel are processed and open up resistance to plucking bolt hole. During construction, with electric drill by the sheet material perforate (or use pre-buried mode) under resistance to plucking bolt positioning hole, connected with resistance to plucking bolt, resistance to plucking Two layers of shearing resistance wall is closely connected by part, pad with flooring.The upper wall as caused by the horizontal loadings such as wind load or earthquake load Uplift force can be transmitted to after anti-drawing element by upper wall and be transmitted to lower floor's wall again, finally be transmitted to basis.
Structure of the present utility model specifically has the following effects that:
1st, it is attached in the case where not destroying outer layer floorboard
In the construction measure on the inside of bar shaped connector connection shear wall, it is necessary to by the advance perforate of floor construction layer, apply Work is cumbersome, and the perforate on structural slab can also influence plate construction stability.The structure that the utility model uses need not destroy building Panel.
2nd, the connection effect between shear wall is strengthened
Thickness of steel product used in bar shaped connector is relatively thin (being less than 1.6mm), and component rigidity is not strong, by greater level or perpendicular Easily it is deformed to during load.And the utility model is good using the structure of symmetrical anti-drawing element, withdrawal resistance performance.
3rd, suitable for concrete combined floor
Some floors need casting concrete to lay floor tile or reduce vibratory sense., can not be in shearing resistance wall after casting concrete Inner side sets bar shaped connector.Structure of the present utility model is applied to concrete combined floor.
To sum up, floor gap resistance to plucking attachment structure of the present utility model is easy for construction, without cutting sheet material in construction, reduces Difficulty of construction, strengthens switching performance, enhances breakout capacity, improve the scope of application, enhance house integral structure Can, be particularly suitable for use in composite floor structure.
Furthermore, it is necessary to illustrate, the specific embodiment described in this specification, the shape of its parts, it is named Title etc. can be different, and the above content described in this specification is only to the utility model structure example explanation.
Descriptions above can combine implementation individually or in a variety of ways, and these variants all exist Within the scope of protection of the utility model.
Herein, term " comprising ", "comprising" or any other variant thereof is intended to cover non-exclusive inclusion, from And the article or equipment for include a series of elements not only include those key elements, but also its including being not expressly set out His key element, or also include for this article or the intrinsic key element of equipment.In the absence of more restrictions, by language The key element that sentence " including ... " limits, it is not excluded that also exist in the article including key element or equipment it is other it is identical will Element.
Above example is only to illustrate the technical solution of the utility model and unrestricted, reference only to preferred embodiment pair The utility model is described in detail.It will be understood by those within the art that can be to technology of the present utility model Scheme is modified or equivalent substitution, without departing from the spirit and scope of technical solutions of the utility model, all should cover at this Among the right of utility model.

Claims (9)

  1. A kind of 1. floor gap resistance to plucking attachment structure, it is characterised in that including:Floor (1), it is symmetricly set in floor (1) both sides Lower floor's wall vertical keel (2), lower floor's wall top nose girder (3) and upper wall centre keel (4), upper wall bottom nose girder (5);Also The first anti-drawing element (6) and the second anti-drawing element (7) including being symmetricly set in floor (1) both sides, for connecting first resistance to plucking The bolt (8) of part (6) and second anti-drawing element (7), the first nut for fixing the first anti-drawing element (6), for fixing Second nut of two anti-drawing elements (7);Wherein, first anti-drawing element (6) is arranged at lower floor's wall vertical keel (2) and lower floor The intersection of wall top nose girder (3), second anti-drawing element (7) are arranged at the upper wall centre keel (4) and upper wall The intersection of bottom nose girder (5).
  2. 2. floor gap resistance to plucking attachment structure as claimed in claim 1, it is characterised in that first anti-drawing element (6) and described The structure of second anti-drawing element (7) is identical, bottom plate and backboard including form right angle bending structure, is connected to the bottom plate and institute State two side plates of backboard both sides.
  3. 3. floor gap resistance to plucking attachment structure as claimed in claim 2, it is characterised in that the backboard of first anti-drawing element (6) Upper to have multiple connection through holes, by connecting, through hole and lower floor's wall vertical keel (2) are fixed to be connected first anti-drawing element (6) Connect;
    There are multiple connection through holes on the backboard of second anti-drawing element (7), second anti-drawing element (7) by connect through hole with The upper wall centre keel (4) is fixedly connected;
    There is a resistance to plucking bolt hole on the bottom plate of first anti-drawing element (6), have on the bottom plate of second anti-drawing element (7) One resistance to plucking bolt hole;
    The bolt (8) sequentially passes through the resistance to plucking bolt hole, upper wall bottom nose girder (5), floor of the bottom plate of the second anti-drawing element (7) (1), lower floor's wall top nose girder (3), the first anti-drawing element (6) bottom plate resistance to plucking bolt hole.
  4. 4. floor gap resistance to plucking attachment structure as claimed in claim 3, it is characterised in that
    A diameter of 2~8 millimeters, a diameter of 10~30 millimeters of the resistance to plucking bolt hole of the connection through hole.
  5. 5. floor gap resistance to plucking attachment structure as claimed in claim 4, it is characterised in that
    A diameter of 5 millimeters, a diameter of 28 millimeters of the resistance to plucking bolt hole of the connection through hole.
  6. 6. floor gap resistance to plucking attachment structure as claimed in claim 3, it is characterised in that
    The length of the backboard of first anti-drawing element (6) and second anti-drawing element (7) is 180~500 millimeters, the length of bottom plate For 40~80 millimeters.
  7. 7. floor gap resistance to plucking attachment structure as claimed in claim 6, it is characterised in that
    The length of the backboard of first anti-drawing element (6) and second anti-drawing element (7) is 191 or 251 millimeters, the length of bottom plate For 56 millimeters.
  8. 8. floor gap resistance to plucking attachment structure as claimed in claim 3, it is characterised in that
    The side plate of first anti-drawing element (6) and second anti-drawing element (7) is trapezoidal plate.
  9. 9. floor gap resistance to plucking attachment structure as claimed in claim 1, it is characterised in that
    Lower floor's wall vertical keel (2) and upper wall centre keel (4) are c-type keel, lower floor's wall top nose girder (3) and Upper wall bottom nose girder (5) is U-shaped keel.
CN201720378912.1U 2017-04-12 2017-04-12 A kind of floor gap resistance to plucking attachment structure Expired - Fee Related CN206800639U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720378912.1U CN206800639U (en) 2017-04-12 2017-04-12 A kind of floor gap resistance to plucking attachment structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720378912.1U CN206800639U (en) 2017-04-12 2017-04-12 A kind of floor gap resistance to plucking attachment structure

Publications (1)

Publication Number Publication Date
CN206800639U true CN206800639U (en) 2017-12-26

Family

ID=60732852

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720378912.1U Expired - Fee Related CN206800639U (en) 2017-04-12 2017-04-12 A kind of floor gap resistance to plucking attachment structure

Country Status (1)

Country Link
CN (1) CN206800639U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115748967A (en) * 2022-11-26 2023-03-07 江苏甬怡紧固件有限公司 Self-locking bolt assembly of steel structure pulling-resistant piece

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115748967A (en) * 2022-11-26 2023-03-07 江苏甬怡紧固件有限公司 Self-locking bolt assembly of steel structure pulling-resistant piece
CN115748967B (en) * 2022-11-26 2023-11-10 江苏甬怡紧固件有限公司 Self-locking bolt assembly of steel structure anti-pulling piece

Similar Documents

Publication Publication Date Title
CN205529906U (en) Take semi -closed trough perforated plate's quadrature opposite sex combination bridge panel
CN104727570B (en) A kind of multilayer, high-rise steel structure Lateral Resistant System and bearing capacity computation method
CN105951991B (en) A kind of assembling type steel structure frame system
CN109057392B (en) Construction method of steel structure for reinforcement
CN206800639U (en) A kind of floor gap resistance to plucking attachment structure
CN207063227U (en) A kind of floor gap resistance to plucking shear connections structure
CN108755955A (en) Reinforcement structure between light gauge cold-formed steel shape house longitudinal cross wall
CN206829461U (en) After pour teeth groove and be linked and packed formula precast slab
CN205954971U (en) Two -way coincide floor of honeycomb holes profiled sheet
CN209555782U (en) A kind of truss I steel composite type bent cap anchor ear construction bracket
CN207568036U (en) A kind of nail connection timber buildings roof system, superstructure
CN207392586U (en) A kind of steel bamboo Combined anti-seismic wall plate
CN206800710U (en) A kind of floor gap shear connections structure
CN107386444A (en) More Pin space trusses transformational structures
CN202831387U (en) Prestressed reinforced concrete composite beam with concavo-convex composite surface
CN206815630U (en) A kind of superstructure for saving construction material
CN207314529U (en) More Pin space trusses transformational structures
CN107338865A (en) A kind of balanced staggered truss steel structure system of rigidity
CN202810226U (en) Outer sleeved frame story adding structure adopting anchoring box body
CN206319464U (en) A kind of steel I-beam raw bamboo floor
CN202787645U (en) Bidirectional prestress steel wire net rack wall plate
CN207244848U (en) A kind of grid solid beam-string structure across X-type greatly
CN206438603U (en) A kind of rigidity staggered truss steel structure system in a balanced way
CN109944406A (en) External hanging type heat preservation decoration integrative Side fascia and preparation method thereof
CN105507146B (en) A kind of glass bridge floor stiff girder for Pedestrian Suspension Bridge

Legal Events

Date Code Title Description
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20171226