CN207079865U - A kind of ground floor divided seam structure - Google Patents
A kind of ground floor divided seam structure Download PDFInfo
- Publication number
- CN207079865U CN207079865U CN201720997125.5U CN201720997125U CN207079865U CN 207079865 U CN207079865 U CN 207079865U CN 201720997125 U CN201720997125 U CN 201720997125U CN 207079865 U CN207079865 U CN 207079865U
- Authority
- CN
- China
- Prior art keywords
- bar shaped
- pieces
- terrace
- ground floor
- seam
- 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
- Road Paving Structures (AREA)
Abstract
The utility model discloses a kind of ground floor divided seam structure, including two pieces of terrace bodies, formed with parting seam between two pieces of terrace bodies, ground floor divided seam corner protection device is provided with the sealing of parting seam, ground floor divided seam corner protection device includes two pieces of bar shaped backboards in parting seam, the upper end of bar shaped backboard is respectively facing its adjacent side terrace body direction and is bent to form horizontally disposed backplate, the upper surface of backplate is located in same level with the upper surface of terrace body, the lower end of bar shaped backboard is bent to form fixed plate, fixed plate is inserted in terrace body, horizontally extending cystosepiment is vertically provided with below two pieces of bar shaped backboards, the upper end of cystosepiment is connected to the lower end of two pieces of bar shaped backboards, the lower end of cystosepiment flushes with the lower surface of terrace body.The utility model is simple in construction, can not only ensure the free shrink of terrace, while can provide protection for ground floor divided seam corner, improves its anti-rolling intensity, is less likely to be damaged it.
Description
Technical field
It the utility model is related to a kind of the realm of building construction, and in particular to a kind of ground floor divided seam structure.
Background technology
With the continuous development of industrial building, the owner of difference manufacture secondary industry proposes different requirements to terrace,
Long Span Industrial Factory Building, the general area of engineering terrace in warehouse are all bigger, it is necessary to are configured floor divided seam, can reduce monolithic
The area of concrete, so as to reduce its flexible and buckling deformation, it effectively can prevent and limit the generation in crack.Routinely
In floor divided seam construction, fill plug seal glue in parting seam between adjacent two plots of terraces.Due to being loaded with fluid sealant in parting seam, and
Fluid sealant is flexible material, and the corner being so located at for terrace at parting seam is relatively just more fragile.In industrial premises and storehouse
In storehouse, it will usually have oversize vehicle traveling, pressure wheel is located on the corner at parting seam in terrace, it is easy to damages terrace side by pressure
Angle, cause the broken of terrace concrete.
Utility model content
For above-mentioned the deficiencies in the prior art, technical problem to be solved in the utility model is：How a kind of energy is provided
Enough corner provides protection at floor divided seam over the ground, improves the ground floor divided seam structure of its anti-rolling intensity.
In order to solve the above-mentioned technical problem, the utility model employs following technical scheme：
A kind of ground floor divided seam structure, including two pieces of terrace bodies being disposed adjacent, between two pieces of terrace bodies formed with
Parting seam, ground floor divided seam corner protection device is provided with the sealing of parting seam, and ground floor divided seam corner protection device includes
Two pieces in the parting seam bar shaped backboards being oppositely arranged, bar shaped backboard is vertically arranged and horizontally extending, two pieces
It is fixed together between bar shaped backboard by spaced fixing bolt along its length, the thickness of two pieces of bar shaped backboards
Degree sum is consistent with the width of parting seam, and the upper end of bar shaped backboard is respectively facing its adjacent side terrace body direction and is bent to form
Its corresponding terrace body upper surface, upper surface and the terrace body of backplate are close in horizontally disposed backplate, the lower surface of backplate
Upper surface be located in same level, the lower end of bar shaped backboard is respectively facing its adjacent side terrace body direction and is bent to form
Fixed plate, fixed plate are inserted in terrace body, are vertically provided with below two pieces of bar shaped backboards horizontally extending
Cystosepiment, the thickness of cystosepiment is consistent with the width of parting seam, and the upper end of cystosepiment is connected to the lower end of two pieces of bar shaped backboards,
The lower end of cystosepiment flushes with the lower surface of terrace body.
In the utility model, the terrace corner at parting seam is coated in it by backplate and bar shaped backboard, by protecting
Plate bears the extraneous pressure brought, and so avoids directly rolling for the external world.Backplate is passed after being under pressure by power
Lead, be delivered to through bar shaped backboard in fixed plate, then power is dispersed in concrete by fixed plate, while propped up by fixed plate
Support, backplate is reduced to the pressure of terrace corner, is provided for good protection, and improve the pressure resistance of terrace corner
Degree, is less likely to be damaged it.And cystosepiment can separate two pieces of terrace bodies when concreting, also simultaneously
Deformation space can be provided for the dilatation of two plots of terraces.
As optimization, the one end of the backplate away from the bar shaped backboard bends and extended formed with extension obliquely downward
Plate, extension board are inserted in the terrace body.The power that extension board can will act on backplate is entered by another direction
Row transmits, and disperses extruding of the backplate to terrace corner, further increases the protection to terrace corner.
It is spaced apart along its length as optimization, on the extension board and is provided with multiple fenestras, fenestra is integrally rectangular.This
For sample when casting concrete, concrete can pass through fenestra, after the concrete has set, positioned at extension board both sides concrete energy
An entirety is enough formed, more preferable to the fixed effect of extension board, concrete preferably can be also supported to extension board.
As optimization, the fixed plate is in horizontally disposed, one end edge edge of the fixed plate away from the bar shaped backboard
Its length direction is spaced apart and is provided with multiple breach.Horizontally disposed fixed plate can provide more preferable support for bar shaped backboard, separately
For outer concrete after pouring, the concrete positioned at indentation, there can be spacing to fixed plate progress, avoids its displacement, influences terrace and mix
Coagulate the pouring quality of soil.
As optimization, junction of the bar shaped backboard respectively between the fixed plate and the backplate is fallen for arc
Angle, formed with the bar shaped filling for fill plug seal glue between two arc anglings of two pieces of bar shaped backboard upper ends
Groove.The fill plug seal glue in bar shaped filling groove, solids can be avoided after the protection device installation of ground floor divided seam corner
Deposited in parting seam, influence the free shrink of terrace.In addition, the concrete corner of parting seam is generally right angle, stress concentration,
The junction chamfering camber of stress crack, bar shaped backboard and backplate is easily produced, the stress concentration of corner is reduced, reduces
The generation of stress crack.
It is embedding formed with cystosepiment between two arc anglings of two pieces of bar shaped backboard lower ends as optimization
Tankage, the upper end of the cystosepiment are the installation portion that can be embedded in cystosepiment embedding slot.Cystosepiment can be carried out spacing
It is fixed, cystosepiment is not shifted over when concreting.
In summary, the beneficial effects of the utility model are：The utility model is simple in construction, can not only ensure terrace
Free shrink, while protection can be provided for ground floor divided seam corner, improve its anti-rolling intensity, it is not allowed rapid wear
It is bad.
Brief description of the drawings
In order that the purpose, technical scheme and advantage of utility model are clearer, it is new to this practicality below in conjunction with accompanying drawing
Type is described in further detail, wherein：
Fig. 1 is sectional view of the present utility model；
Fig. 2 be the utility model in floor divided seam corner protection device three dimensional structure diagram.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings.
As depicted in figs. 1 and 2, the ground floor divided seam structure in present embodiment, including two pieces of ground being disposed adjacent
Level ground body 1, formed with parting seam between two pieces of terrace bodies 1, the protection of ground floor divided seam corner is provided with the sealing of parting seam
Device, ground floor divided seam corner protection device include two pieces of bar shaped backboards 2 being oppositely arranged in parting seam, bar shaped backboard
2 be vertically arranged and horizontally extending, is fixed between two pieces of bar shaped backboards 2 by spaced M4 along its length
Bolt 3 is fixed together, and the thickness sum of two pieces of bar shaped backboards 2 is consistent with the width of parting seam, the upper end of bar shaped backboard 2
It is respectively facing its adjacent direction of side terrace body 1 and is bent to form horizontally disposed backplate 4, it is close in the lower surface of backplate 4
The corresponding upper surface of terrace body 1, the upper surface of backplate 4 are located in same level with the upper surface of terrace body 1, bar shaped backboard
2 lower end is respectively facing its adjacent direction of side terrace body 1 and is bent to form fixed plate 5, and fixed plate 5 is inserted in terrace body 1
It is interior, horizontally extending cystosepiment 6 is vertically provided with positioned at the lower section of two pieces of bar shaped backboards 2, the thickness of cystosepiment 6 is with dividing
The width of storehouse seam is consistent, and the upper end of cystosepiment 6 is connected to the lower end of two pieces of bar shaped backboards 2, lower end and the terrace body of cystosepiment 6
1 lower surface flushes.
In present embodiment, the one end of the backplate 4 away from the bar shaped backboard 2 bends and extended obliquely downward
Formed with extension board 7, extension board 7 is inserted in the terrace body 1.
It is spaced apart along its length in present embodiment, on the extension board 7 and is provided with multiple fenestras 8, fenestra 8 is whole
Body is rectangular, and its four angles are respectively arc angle.
In present embodiment, the fixed plate 5 is in being horizontally disposed with, and the fixed plate 5 is away from the bar shaped backboard 2
One end edge is spaced apart is provided with multiple breach 9 along its length.
In present embodiment, the bar shaped backboard 2 connection between the fixed plate 5 and the backplate 4 respectively
Locate as arc angling, formed with for fill plug seal glue between two arc anglings of two pieces of upper ends of bar shaped backboard 2
Bar shaped filling groove.
In present embodiment, formed between two arc anglings of two pieces of lower ends of bar shaped backboard 2
There is cystosepiment embedding slot, the upper end of the cystosepiment 6 is the installation portion that can be embedded in cystosepiment embedding slot.
During specific implementation, one of terrace body is located on the side of parting seam side along parting seam length
Direction is arranged at intervals with more transmission rods, and transmission rod is horizontally disposed and its axis direction perpendicular to parting seam length direction, biography
Where one end of power bar is inserted in it in terrace body, another piece of terrace body is located at the side of parting seam side and corresponding power transmission
The position of bar is provided with sleeve pipe, and sleeve pipe is coaxially disposed with transmission rod, where sleeve pipe is inserted in it in terrace body, sleeve pipe direction bubble
The side that one end end face of foam plate is located at parting seam side with terrace body where it flushes, and transmission rod stretches out in terrace body
One end is inserted in sleeve pipe and can be slidably matched along casing axis direction with it, and transmission rod is located in parting seam short transverse
Between position.Traffic load is transmitted between two pieces of terrace bodies and prevents faulting of slab ends, increases the stress transmission between adjacent terrace body
To prevent concrete road surface local pressure is larger from causing concrete road surface differential settlement, transmitting stress mixes adjacent terrace body
The common stress of solidifying soil block.
Angle between the backplate and the extension board can also be 140~150 °, and extension board is by way of oblique cutting
It is inserted into concrete, support of such concrete to extension board and the scattered of pressure can be met.Positioned at two pieces of bars
One piece of elastic sheet rubber that is vertically arranged and extending along bar shaped carapace length direction is folded between shape backboard, can be parting seam
The terrace concrete of both sides provides deformation space.In addition, it is the zinc-plated of 2mm that bar shaped backboard, backplate and fixed plate, which can be thickness,
Steel plate.
Finally illustrate, above example is only unrestricted to illustrate the technical solution of the utility model, although logical
Cross and the utility model has been described with reference to preferred embodiment of the present utility model, but one of ordinary skill in the art
It should be appreciated that various changes can be made to it in the form and details, without departing from appended claims institute
The spirit and scope of the present utility model limited.
Claims (6)
1. a kind of ground floor divided seam structure, it is characterised in that：Including the two pieces of terrace being disposed adjacent bodies, two pieces of terrace bodies it
Between formed with parting seam, ground floor divided seam corner protection device, the protection of ground floor divided seam corner are provided with the sealing of parting seam
Device includes two pieces of bar shaped backboards being oppositely arranged in parting seam, and bar shaped backboard is vertically arranged and prolonged in the horizontal direction
Stretch, be fixed together between two pieces of bar shaped backboards by spaced fixing bolt along its length, two pieces of bar shapeds
The thickness sum of backboard is consistent with the width of parting seam, and the upper end of bar shaped backboard is respectively facing its adjacent side terrace body direction
Be bent to form horizontally disposed backplate, its corresponding terrace body upper surface is close in the lower surface of backplate, the upper surface of backplate with
The upper surface of terrace body is located in same level, and the lower end of bar shaped backboard is respectively facing its adjacent side terrace body direction
Fixed plate is bent to form, fixed plate is inserted in terrace body, is vertically provided with below two pieces of bar shaped backboards along level
The cystosepiment of direction extension, the thickness of cystosepiment is consistent with the width of parting seam, and the upper end of cystosepiment is connected to two pieces of bar shaped back ofs the body
The lower end of plate, the lower end of cystosepiment flush with the lower surface of terrace body.
2. a kind of ground floor divided seam structure according to claim 1, it is characterised in that：The backplate is carried on the back away from the bar shaped
One end of plate is bent and extended formed with extension board obliquely downward, and extension board is inserted in the terrace body.
3. a kind of ground floor divided seam structure according to claim 2, it is characterised in that：It is square along its length on the extension board
Multiple fenestras are provided with to being spaced apart, fenestra is integrally rectangular.
4. a kind of ground floor divided seam structure according to claim 1, it is characterised in that：The fixed plate is in be horizontally disposed with,
One end edge of the fixed plate away from the bar shaped backboard is spaced apart is provided with multiple breach along its length.
5. a kind of ground floor divided seam structure according to claim 1, it is characterised in that：The bar shaped backboard respectively with it is described
Junction between fixed plate and the backplate is arc angling, two arc anglings positioned at two pieces of bar shaped backboard upper ends
Between formed with for fill plug seal glue bar shaped clog groove.
6. a kind of ground floor divided seam structure according to claim 5, it is characterised in that：Under two pieces of bar shaped backboards
Formed with cystosepiment embedding slot between two arc anglings at end, the upper end of the cystosepiment is can be embedded in cystosepiment
Installation portion in embedding slot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720997125.5U CN207079865U (en) | 2017-08-10 | 2017-08-10 | A kind of ground floor divided seam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720997125.5U CN207079865U (en) | 2017-08-10 | 2017-08-10 | A kind of ground floor divided seam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207079865U true CN207079865U (en) | 2018-03-09 |
Family
ID=61420154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720997125.5U Active CN207079865U (en) | 2017-08-10 | 2017-08-10 | A kind of ground floor divided seam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207079865U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173091A (en) * | 2019-06-20 | 2019-08-27 | 陕西建工集团有限公司 | A kind of parting seam construction method of concrete floor |
| CN110173090A (en) * | 2019-06-20 | 2019-08-27 | 陕西建工集团有限公司 | Zinc-plated plate integrated form parting seam and construction method |
| CN110685424A (en) * | 2019-09-05 | 2020-01-14 | 东莞市鲁班装饰工程有限公司 | Building floor leveling anti-cracking construction method and building floor leveling anti-cracking structure |
| CN113235865A (en) * | 2021-05-19 | 2021-08-10 | 上海麟瑞建筑工程有限公司 | Construction method of VNA (VNA) directional passing ultra-flat terrace |
-
2017
- 2017-08-10 CN CN201720997125.5U patent/CN207079865U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110173091A (en) * | 2019-06-20 | 2019-08-27 | 陕西建工集团有限公司 | A kind of parting seam construction method of concrete floor |
| CN110173090A (en) * | 2019-06-20 | 2019-08-27 | 陕西建工集团有限公司 | Zinc-plated plate integrated form parting seam and construction method |
| CN110173090B (en) * | 2019-06-20 | 2024-04-26 | 陕西建工集团股份有限公司 | Galvanized sheet integrated type warehouse separation seam and construction method |
| CN110685424A (en) * | 2019-09-05 | 2020-01-14 | 东莞市鲁班装饰工程有限公司 | Building floor leveling anti-cracking construction method and building floor leveling anti-cracking structure |
| CN113235865A (en) * | 2021-05-19 | 2021-08-10 | 上海麟瑞建筑工程有限公司 | Construction method of VNA (VNA) directional passing ultra-flat terrace |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207079865U (en) | A kind of ground floor divided seam structure | |
| CN103572755B (en) | Prestressed concrete prefabricated pile | |
| CN206829606U (en) | Hang mould in a kind of tool-type toilet | |
| CN206467788U (en) | A kind of concrete floor magnetic bolts attachment structure | |
| CN202139545U (en) | Steel-structure culvert opening | |
| CN205712204U (en) | A kind of multiple waterstop and waterproof construction thereof | |
| CN204983301U (en) | Suspension type ALC side fascia | |
| CN204456159U (en) | A kind of steel kind design concrete anchor location structure | |
| CN207079867U (en) | Ground floor divided seam corner protection device | |
| CN203603457U (en) | Deformation joint steel formwork and deformation joint formwork assembly | |
| CN103397719B (en) | Post, wall disjunctor cavity shear wall | |
| CN216766839U (en) | Adjustable positioning tool used in installation process of concrete prefabricated wall panel | |
| CN214882683U (en) | Assembled prestressed pavement system | |
| CN210262550U (en) | Asphalt pavement structure based on cement pavement | |
| CN210049373U (en) | Assembly type I-steel composite floor slab mounting structure | |
| CN211421537U (en) | Assembled floor based on reinforced concrete frame structure | |
| CN204475514U (en) | A kind of building structure | |
| CN202390844U (en) | Detachable reinforcing device for supporting pile of deep foundation pit | |
| CN201574494U (en) | Connecting apparatus of adjacent two precast concrete plates | |
| CN204457073U (en) | Foundation-free construction temporary construction fence | |
| CN104631675A (en) | Double-face prefabricated superimposed plate | |
| CN215670176U (en) | Detachable outer wall waterproof deformation joint construction structures | |
| CN110593453A (en) | Rammed earth wall construction method and rammed earth wall | |
| CN213143124U (en) | Prefabricated assembled side wall for underground structure | |
| CN203188414U (en) | Stone curtain wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |