CN206707023U - Anchor plate for building installation - Google Patents
Anchor plate for building installation Download PDFInfo
- Publication number
- CN206707023U CN206707023U CN201720365608.3U CN201720365608U CN206707023U CN 206707023 U CN206707023 U CN 206707023U CN 201720365608 U CN201720365608 U CN 201720365608U CN 206707023 U CN206707023 U CN 206707023U
- Authority
- CN
- China
- Prior art keywords
- sliding groove
- anchor slab
- construction
- sinking
- installation
- 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
Links
- 238000009434 installation Methods 0.000 title claims abstract description 24
- 238000010276 construction Methods 0.000 claims description 26
- 230000008878 coupling Effects 0.000 claims description 15
- 238000010168 coupling process Methods 0.000 claims description 15
- 238000005859 coupling reaction Methods 0.000 claims description 15
- 229910000851 Alloy steel Inorganic materials 0.000 claims description 9
- 239000000956 alloy Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 230000003247 decreasing effect Effects 0.000 claims description 2
- 230000002787 reinforcement Effects 0.000 description 3
- 239000004411 aluminium Substances 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 230000007797 corrosion Effects 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000011241 protective layer Substances 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 1
- 244000062793 Sorghum vulgare Species 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000000919 ceramic Substances 0.000 description 1
- 238000013016 damping Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 235000019713 millet Nutrition 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- JITOKQVGRJSHHA-UHFFFAOYSA-M monosodium methyl arsenate Chemical compound [Na+].C[As](O)([O-])=O JITOKQVGRJSHHA-UHFFFAOYSA-M 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 229920001778 nylon Polymers 0.000 description 1
- 230000002093 peripheral effect Effects 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000007665 sagging Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 210000002435 tendon Anatomy 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model relates to an anchor plate for building installation, which comprises an anchor plate, wherein the bottom of the anchor plate is connected with a sinking connection area, a concrete bearing connection point is arranged in the sinking connection area, the top of the anchor plate is connected with a cylindrical base, the top of the cylindrical base is provided with a connecting bolt which is connected with a sliding groove, a threaded opening is arranged in the sliding groove and is connected with a locking screw rod, the top of the sliding groove is connected with a secondary mounting screw rod, by the utility model, the anchor plate can be effectively utilized to carry out secondary building installation, and the position of the secondary installation screw rod is adjusted by the design of the sliding groove, thereby greatly increasing the flexibility and the practicability of the anchor plate, and through using the sinking connection area and the plurality of concrete bearing connection points, the contact area of the anchor plate and the concrete is greatly increased, and the overall firmness is improved, so that the secondary building is safer to install.
Description
Technical field
A kind of construction and installation anchor slab is the utility model is related to, belongs to construction engineering technical field, more particularly to building peace
The anchor slab and construction and installation structure of dress.
Background technology
(aluminium crossbeam is stood supporting structure of the building curtain wall generally by panel (glass, aluminium sheet, slabstone, ceramic wafer etc.) and below
Post, steel construction, Glass Rib etc.) form, its primary load stress is the anchor structure being connected with concrete.Anchor structure is not
The deadweight of curtain wall is only undertaken, and still suffers from a series of external force such as windage, earthquake, in addition anchor slab is as curtain wall or outer
The connector of wall construction, not only to meet the requirement of bearing capacity, its flexibility and simplicity are also most important.Existing anchor slab
That screw rod, pad, nut for being connected rear billboard with concrete etc. is directly welded mostly, so prevent bolt release and even
Changes of voids is connect, due to existing crab-bolt stop nut, such as nylon damping nut, change tooth nut, pad add line shape, for building
Turn round that resistance is larger for building, such as become tooth nut its be actually metal elastic conjunction, it can destroy friable plate material and concrete
Connection, and be that can not implement to install automatically under human body arm strength, potential safety hazard be present.It is aobvious under also pneumatic ripple and long-term load
Show be unable to reach really it is locking, for realize prevent from releasing and sagging fixation, company of the national regulation to all peripheral protective curtain walls
Connect crab-bolt to be welded with nut requirement, use electric welding so being connected with secondary connector, therefore cause a series of safety to be asked
The generation of topic.Meanwhile also have and link slot is set on the pre-buried anchor of slot type, utilize the special shape of link slot and the T fonts of screw rod
Head is engaged to form immovable fitting, so as to realize that curtain wall is fixed.But it must be left in the rebar surface of concrete fine strain of millet post for T words
The deeper space that rotation pulls out after type head anti-rotation square sinks, the thickness of the pre-buried anchor of existing slot type is 25-35mm, is forced
Rebar surface concrete cover is 20mm beyond normal thickness (mono- Ban Gu tendon protective layers), cause extrude opposite side protective layer or
The problems such as person's Jian Shao Gu muscle.And stability deficiency between screw rod and connecting hole, (wind is being fluctuated by the building of certain number
Fluctuation, seismic wave) after change produced to the gap of screw rod and connecting hole or directly slip screw rod, it is hidden to there is certain safety
Suffer from.
Utility model content
The utility model proposes a kind of construction and installation anchor slab, solve in the prior art, construction and installation anchored framework
Low intensity, flexibility is bad, it is not easy to operate the shortcomings that.
In order to solve the above-mentioned technical problem, the utility model provides following technical scheme：
A kind of construction and installation anchor slab of the utility model, including anchor slab, the anchor slab bottom connection sinking bonding pad are described
Concrete load tie point is provided with sinking bonding pad, cylindrical base is connected at the top of the anchor slab, is set at the top of the cylindrical base
There is coupling bar, the coupling bar connects sliding groove, and screw thread mouth is provided with the sliding groove, and the screw thread mouth connects locking screw,
Connecting secondary installation screw rod at the top of the sliding groove.
As a kind of optimal technical scheme of the present utility model, the sinking bonding pad uses stainless steel, described mixed
Native load tie point is coagulated for circle, provided with four, is distributed in the edge of sinking bonding pad.
As a kind of optimal technical scheme of the present utility model, the coupling bar uses steel alloy material, provided with four, but
Also can be increased or decreased according to specific construction requirement.
As a kind of optimal technical scheme of the present utility model, two screw thread mouths, the cunning are designed in the sliding groove both sides
Dynamic groove uses steel alloy material.
As a kind of optimal technical scheme of the present utility model, the anchor slab is steel alloy material, the secondary installing spiral shell
Bar is brachycephalic screw rod, and the locking screw is brachycephalic screw rod.
The beneficial effect that the utility model is reached is：By the utility model, the anchor slab not only can be effectively utilized
Secondary construction building is carried out, and sliding groove is extruded using external force by locking and fastening system, pressure solid lock is formed and determines, pass through the anchor slab
Periphery sinking bonding pad, for the region that connects and cause to set the coupling bar with concrete relative to sinking bonding pad
Arch, strengthen the fixed performance after Transducers Embedded in Concrete.The utility model can freely, easily and quickly mount and dismount slip
Groove and the position for adjusting sliding groove, and after select location can by locking screw quick lock in installation site, then again from
Appearance is attached tightening operation, without reinforcement of weld again, for that under high-altitude application environment, can greatly reduce working strength, carry
High construction quality, and the anchored framework cause anchor slab can use FEM calculation stretching manufacture and design, make armor plate strength into
Strengthen again, economize on material.
Brief description of the drawings
Accompanying drawing is used for providing further understanding to of the present utility model, and a part for constitution instruction, with this practicality
New embodiment is used to explain the utility model together, does not form to limitation of the present utility model.In the accompanying drawings：
Fig. 1 is top view of the present utility model；
Fig. 2 is the coupling bar and sliding groove combination diagram of the utility model embodiment 1；
Fig. 3 is the utility model sliding groove and locking screw schematic diagram；
In figure：1st, concrete load tie point；2nd, coupling bar；3rd, anchor slab；4th, sinking bonding pad；5th, cylindrical base；6th, two
Secondary installation screw rod；7th, sliding groove；8th, locking screw；9th, screw thread mouth.
Embodiment
Preferred embodiment of the present utility model is illustrated below in conjunction with accompanying drawing, it will be appreciated that described herein excellent
Select embodiment to be merely to illustrate and explain the utility model, be not used to limit the utility model.
Embodiment 1
As Figure 1-3, the utility model provides a kind of construction and installation anchor slab, including anchor slab 3, the connection of the bottom of anchor slab 3
Sinking bonding pad 4, by the fixed performance after sinking bonding pad semi-finals Transducers Embedded in Concrete, concrete is provided with sinking bonding pad 4
Load tie point 1, the top of anchor slab 3 connection cylindrical base 5, it can keep suitable between coupling bar 2 and anchor slab 3 by cylindrical base 5
When space, so that sliding groove 7 enters line slip, the top of cylindrical base 5 is provided with coupling bar 2, and cunning is allowed by the offer track of coupling bar 2
Dynamic groove 7 neatly slides, and coupling bar 2 connects sliding groove 7, and can press actual situations of construction by sliding groove 7 fixes secondary installing spiral shell
Bar 6, sliding groove 7 is interior to be provided with screw thread mouth 9, passes through the locking sliding groove 7 of screw thread mouth 9, and screw thread mouth 9 connects locking screw 8, sliding groove 7
Top connecting secondary installation screw rod 6, carries out secondary construction and installation by secondary installing screw rod 6, is then attached calmly again tight
Gu operation, without reinforcement of weld again, for working strength under high-altitude application environment, can be greatly reduced, improve construction quality.
Sinking bonding pad 4 uses stainless steel, and concrete load tie point 1 is circle, provided with four, is distributed in sinking
The edge of bonding pad 4, disperse extruding of the concrete to anchor slab 3 on the whole, avoid overstress from concentrating, improve firm performance and
Security.
Coupling bar 2 uses steel alloy material, provided with four, but also can carry out increasing according to specific construction requirement and add deduct
It is few, improve the flexibility of engineering.
Two screw thread mouths 9 are designed in the both sides of sliding groove 7, and sliding groove 7 uses steel alloy material, and structural strength is higher, and quality is more
Gently, it is corrosion-resistant, it is not easy to get rusty, conveniently slides.
Anchor slab 3 is steel alloy material so that structural strength is higher, and quality is lighter, corrosion-resistant, and secondary installing screw rod 6 is circle
Head dummy screw rod and locking screw 8 are brachycephalic screw rod, greatly strengthen locking performance, and be easy for installation and removal.
The utility model when in use, by the Transducers Embedded in Concrete of sinking bonding pad 4, solidifying to anchor slab 3, improves whole
The firm performance of body, the coordination of sliding groove 7 is placed in the correspondence position of coupling bar 2, moves sliding groove 7 to adjust appropriate location, to carry
The flexibility ratio of high secondary installing, after determining position, sliding groove 7 is fixed at two screw thread mouths 9 by locking screw 8, improves peace
The fastness of dress, and be easily installed and dismantle, convenient construction, secondary construction and installation can be carried out by secondary installing screw rod 6, without
Reinforcement of weld again, working strength can be greatly reduced, improve construction quality, the utility model design structure is reasonable, easy to use,
Structural strength is high, efficiency high.
Finally it should be noted that：Preferred embodiment of the present utility model is the foregoing is only, is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it can still modify to the technical scheme described in foregoing embodiments, or to which part technical characteristic
Carry out equivalent substitution.All any modification, equivalent substitution and improvements within the spirit and principles of the utility model, made etc.,
It should be included within the scope of protection of the utility model.
Claims (5)
1. a kind of construction and installation anchor slab, including anchor slab (3), it is characterised in that anchor slab (3) the bottom connection sinking bonding pad
(4) concrete load tie point (1), is provided with the sinking bonding pad (4), cylindrical base is connected at the top of the anchor slab (3)
(5) coupling bar (2), coupling bar (2) the connection sliding groove (7), the sliding groove (7), are provided with the top of the cylindrical base (5)
It is interior to be provided with screw thread mouth (9), screw thread mouth (9) the connection locking screw (8), sliding groove (7) the top connecting secondary installation spiral shell
Bar (6).
2. a kind of construction and installation anchor slab according to claim 1, it is characterised in that the sinking bonding pad (4) uses
Stainless steel, the concrete load tie point (1) are circle, provided with four, are distributed in the edge of sinking bonding pad (4)
Place.
3. a kind of construction and installation anchor slab according to claim 1, it is characterised in that the coupling bar (2) uses alloy
Steel material, provided with four, but it can also be increased or decreased according to specific construction requirement.
A kind of 4. construction and installation anchor slab according to claim 1, it is characterised in that sliding groove (7) the both sides design
Two screw thread mouths (9), the sliding groove (7) use steel alloy material.
5. a kind of construction and installation anchor slab according to claim 1, it is characterised in that the anchor slab (3) is alloy steel products
Matter, the secondary installing screw rod (6) are brachycephalic screw rod, and the locking screw (8) is brachycephalic screw rod.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720365608.3U CN206707023U (en) | 2017-04-10 | 2017-04-10 | Anchor plate for building installation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720365608.3U CN206707023U (en) | 2017-04-10 | 2017-04-10 | Anchor plate for building installation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206707023U true CN206707023U (en) | 2017-12-05 |
Family
ID=60469001
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720365608.3U Expired - Fee Related CN206707023U (en) | 2017-04-10 | 2017-04-10 | Anchor plate for building installation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206707023U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115110750A (en) * | 2022-04-03 | 2022-09-27 | 陈泳燊 | Universal wall connecting rod of building scaffold |
-
2017
- 2017-04-10 CN CN201720365608.3U patent/CN206707023U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115110750A (en) * | 2022-04-03 | 2022-09-27 | 陈泳燊 | Universal wall connecting rod of building scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171205 Termination date: 20180410 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |