CN207405991U - One kind divides storehouse size adjustable assembled templates for expansion joints - Google Patents
One kind divides storehouse size adjustable assembled templates for expansion joints Download PDFInfo
- Publication number
- CN207405991U CN207405991U CN201721345446.3U CN201721345446U CN207405991U CN 207405991 U CN207405991 U CN 207405991U CN 201721345446 U CN201721345446 U CN 201721345446U CN 207405991 U CN207405991 U CN 207405991U
- Authority
- CN
- China
- Prior art keywords
- templates
- expansion joints
- connector
- storehouse
- band steel
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses one kind to divide storehouse size adjustable assembled templates for expansion joints, concrete plate is divided into multiple square point of storehouse blocks, the templates for expansion joints is assembled by multiple connectors, and the connector is divided into three kinds of standard connector, cross connecting piece and T-shaped connector；The cross connecting piece is arranged between point storehouse block at the right-angled intersection of templates for expansion joints, the T-shaped connector is arranged at point T-junction of storehouse block outer side edges templates for expansion joints and corner on the outside of point storehouse block, and the standard connector forms the side of the templates for expansion joints.Templates for expansion joints assembling is divided storehouse size adjustable by the utility model, and for templates for expansion joints without removing, maintenance cost is cheap, and construction efficiency is high, and adaptability is good.
Description
Technical field
The utility model belongs to expansion joint technical field, and in particular to one kind point storehouse adjustable assembled of size stretches slit die
Plate.
Background technology
Expansion joint refers to prevent building member from, since climate temperature changes (heat expansion, shrinkage), structure being made to generate crack
Or the build joint for destroying and being set along building or the suitable position in structures construction joint direction.Expansion joint is by basis
Above building element such as wall, floor, roof are divided into two independent sectors (except log cabin top), make building or structures
Horizontal extension can be done along length direction.
In the prior art, concrete plate is divided storehouse needs additionally to set support shuttering by expansion joint, due to specifically stretching
Contracting seam is different, and concrete plate divides storehouse of different sizes, and the size of required support shuttering is also different, these support shutterings cannot
It is general, substantial amounts of discarded template can be so generated, causes the wasting of resources.In addition, templates for expansion joints is after expansion joint has been constructed
Manual demolition is needed, many times reasons, construction worker can not carry out template and tear open since the width at expansion joint is small or length is big etc.
Except operation, template can only be discarded in expansion joint, and the deformation performance of discarded template meeting restraining structure itself in expansion joint,
And then influence the security performance of total.
Utility model content
For the deficiency in the presence of the prior art, the utility model provide it is a kind of by templates for expansion joints assembling, point
Storehouse size is adjustable, without dismounting, the templates for expansion joints that of low cost, construction efficiency is high, setting is flexible, adaptability is good.
One kind divides storehouse size adjustable assembled templates for expansion joints, and concrete plate is divided into multiple square point of storehouse blocks,
The templates for expansion joints is assembled by multiple connectors, and the connector is divided into standard connector, cross connecting piece and T-shaped
Three kinds of connector；The cross connecting piece is arranged between point storehouse block at the right-angled intersection of templates for expansion joints, the T-shaped connection
Part is arranged at point T-junction of storehouse block outer side edges templates for expansion joints and corner, the standard connector on the outside of point storehouse block
Form the side of the templates for expansion joints.
Further, the standard connector includes two straight band steels of the connection that misplaces side by side, and described two straight band steels lead to
Cross several evenly spaced easily broken be bolted；Wherein one straight band steel lower face, which is equipped with, divides storehouse plate, described to divide edge in the middle part of the plate of storehouse
Length direction is equipped with force transferring structure；Shearing resistance anchoring peg is respectively equipped on described two straight band steels.
The cross connecting piece includes four L-type band steels, and easily broken end is bolted by what is set between any two
The cross of dislocation, the L-type band steel are equipped with shearing resistance and anchor peg.
The T-shaped connector includes two L-type band steels and a straight band steel, passes through the easy Broken bolt set between any two
The T-shaped of end dislocation is connected into, the L-type band steel and straight band steel are equipped with shearing resistance and anchor peg.
By the way that the easy Broken bolt of band steel end misalignment position in two connectors is passed through to be connected between arbitrary two connector.
The band steel height of the cross connecting piece and T-shaped connector is equal to band steel and the height for dividing storehouse plate in standard connector
The sum of degree.
Further, uniform intervals are equipped at least two force transferring structures and at least two confrontation on the standard connector
Cut anchoring peg.
Further, the force transferring structure for the force transmitting board that is set along its length in the middle part of described point of storehouse plate and with it is described
The force transmitting board sheath of force transmitting board cooperation, the force transmitting board can be moved in force transmitting board sheath lateral expansion.
Further, gap is left between the homonymy band steel of adjacent two connector.
Further, the width in the gap is 1~2mm.
Further, joint filling board is further included, the joint filling board is folded in two of the connector on same expansion joint
Between bar band steel.
Compared with the prior art, the utility model has the advantages that：
1st, by dividing templates for expansion joints to the assembling that chamber structure is reduced to several standard connectors, it is adapted to various big
Small concrete plate divides storehouse, the quantity of connector is reduced by increasing to adjust a point storehouse size, installation is simple, saves into
This, without additional support shuttering, will not cause the wasting of resources.
2nd, using easily broken two band steels and point storehouse plate under it of being bolted as templates for expansion joints, installation is simple, side
Just, without form removal after the completion of concrete plate pours, the deformation performance of structure itself is not interfered with, is saved substantial amounts of artificial
And time, construction efficiency improve；
3rd, by using band steel and shear stud is anchored in concrete, to edge energy fragile at concrete extension joint
It plays a very good protection；
4th, this templates for expansion joints has the durability of superelevation, in the range of total projected life, later maintenance cost
It is almost nil, greatly reduce later maintenance work；
It 5th,, can be load from expansion joint under vertical uniform load q by using the discontinuous force transmitting board with sheath
One side be transferred to another plate, if there is uneven settlement of foundation, ground concrete can be remained in same level
Be not in the rugged step phenomenon in expansion joint both sides on face；
6th, by being inserted into the elastic joint filling board of different-thickness in this templates for expansion joints, this template can be allowed to be suitable for a variety of
The expansion joint of different slit width requirements, application range bigger, adaptability are good.
Description of the drawings
Fig. 1 is the connection diagram of templates for expansion joints.
Fig. 2 is the structure diagram of standard connector；
Fig. 3 is another angled arrangement schematic diagram of standard connector；
Fig. 4 is the structure diagram of cross connecting piece；
Fig. 5 is the structure diagram of T-shaped connector；
Fig. 6 is the connecting-piece structure schematic diagram that embodiment 3 includes joint filling board.
Wherein, 11- standard connectors, 12- cross connecting pieces, 13-T type connectors, the straight band steels of 2-, the easy Broken bolts of 3-,
4- divides storehouse plate, 5- shearing resistances anchoring peg, 6-L type band steels, 71- force transmitting boards, 72- force transmitting board sheaths, 8- gaps, 9- joint filling boards.
Specific embodiment
In order to which the technical means, creative features, achievable purpose and effectiveness for realizing utility model are easy to understand, below
With reference to being specifically illustrating, the utility model is expanded on further.
Embodiment 1：
One kind divides storehouse size adjustable assembled templates for expansion joints, as shown in Figure 1, concrete plate is divided into multiple sides
Shape divides storehouse block, and the templates for expansion joints is assembled by multiple connectors, and the connector is divided into standard connector 11, cross
13 3 kinds of connector 12 and T-shaped connector；The cross connecting piece 12 is arranged on the cross of templates for expansion joints between point storehouse block
Infall, the T-shaped connector 13 is arranged at point T-junction of storehouse block outer side edges templates for expansion joints and a point storehouse block outside turns
At angle, the standard connector 11 forms the side of the templates for expansion joints.
So, by dividing templates for expansion joints to the assembling that chamber structure is reduced to several standard connectors, Ke Yishi
Point storehouse of the concrete plate of all size to be answered, the quantity of connector is reduced by increasing to adjust a point storehouse size, installation is simple,
Cost is saved, will not cause to waste.
Embodiment 2：
On the basis of 1 scheme of embodiment, as shown in figures 2-3, the standard connector 11 includes dislocation connection side by side
Two straight band steels 2, described two straight band steels 2 are connected by several evenly spaced easy Broken bolts 3；Under wherein one straight band steel 2
End face, which is equipped with, divides storehouse plate 4, described that plate 4 middle part in storehouse is divided to be equipped with force transferring structure along its length；On described two straight band steels 2 respectively
Peg 5 is anchored equipped with shearing resistance.
As shown in figure 4, the cross connecting piece 12 includes four L-type band steels 6, pass through the easily broken spiral shell set between any two
Bolt 3 connects into the cross of end dislocation, and the L-type band steel 6 is equipped with shearing resistance and anchors peg 5.
As shown in figure 5, the T-shaped connector 13 includes two L-type band steels 6 and a straight band steel 2, by between any two
The easy Broken bolt 3 set connects into the T-shaped of end dislocation, and the L-type band steel 6 and straight band steel 2 are equipped with shearing resistance and anchor peg 5.
By the way that the easy Broken bolt 3 of band steel end misalignment position in two connectors is passed through to be connected between arbitrary two connector.
The band steel height of the cross connecting piece 12 and T-shaped connector 13 is equal to band steel and Fen Cang in standard connector 11
The sum of height of plate 4.
So, without form removal after the completion of concrete plate pours, easy Broken bolt can make two band steels point automatically
Open form does not interfere with the deformation performance of structure itself, can save the substantial amounts of artificial and time, hence it is evident that improve construction into expansion joint
Efficiency.Band steel can play a protective role to edge fragile at concrete extension joint.This templates for expansion joints has the resistance to of superelevation
Long property, in the range of total projected life, later maintenance cost is almost nil, greatly reduces later maintenance work.
As further preferred scheme, uniform intervals are equipped at least two force transferring structures on the standard connector 11,
And at least two pairs of shearing resistance anchoring bolt nails 5.
As further preferred scheme, the force transferring structure is the biography that 4 middle part of point storehouse plate is set along its length
Power plate 71 and the force transmitting board sheath 72 with the force transmitting board 71 cooperation, the force transmitting board 71 can be in force transmitting board sheath 72
Side telescopic moving.
It, can be load from the one side at expansion joint under vertical uniform load q using the discontinuous force transmitting board with sheath
It is transferred to another plate.So when there is uneven settlement of foundation, ground concrete can be remained in same level
On, be not in the rugged step phenomenon in expansion joint both sides.
As further preferred scheme, gap 8 is left between the homonymy band steel of adjacent two connector.The gap
8 width is 1~2mm.
It is shunk in view of that can occur to be dried after concrete curing, when connecting two linkage sections, it is necessary to which leaving gap is so that two
Linkage section has the leeway that longitudinal extension is moved.
Embodiment 3：
On the basis of any scheme of embodiment 1 or 2, as shown in fig. 6, further including joint filling board 9, the joint filling board 9 presss from both sides
It is provided between two band steels of the connector on same expansion joint.In standard connector, the joint filling board 9 is divided storehouse
Plate 4 and force transmitting board sheath 72 are clipped in the middle, and the joint filling board 9 is equipped with and is passed through for force transmitting board 71 and be inserted into force transmitting board sheath 72
Opening.
When the default slit width at expansion joint is larger, can be added in adapt to slit width among this templates for expansion joints with elasticity
Joint filling board, can so effectively improve the scope of application of this templates for expansion joints.The width of the joint filling board is determined by default slit width
It is fixed, opening is being reserved on joint filling board it is necessary in the case of to avoid obstruction force transmitting board insertion force transmitting board sheath.
Above description is merely a prefered embodiment of the utility model, on the scope of protection of the utility model is not limited in
Embodiment is stated, every technical solution for belonging to the utility model principle belongs to the scope of protection of the utility model.For this
For the technical staff in field, several improvement for being carried out on the premise of the principle of the utility model is not departed from, these improvement
It should be regarded as the scope of protection of the utility model.
Claims (7)
1. one kind divides storehouse size adjustable assembled templates for expansion joints, concrete plate is divided into multiple square point of storehouse blocks,
It is characterized in that：
The templates for expansion joints is assembled by multiple connectors, and the connector is divided into standard connector, cross connecting piece
With T-shaped three kinds of connector；The cross connecting piece is arranged between point storehouse block at the right-angled intersection of templates for expansion joints, the T
Type connector is arranged at point T-junction of storehouse block outer side edges templates for expansion joints and corner, the standard on the outside of point storehouse block
Connector forms the side of the templates for expansion joints.
2. one kind according to claim 1 divides storehouse size adjustable assembled templates for expansion joints, it is characterised in that：
The standard connector includes two straight band steels of the connection that misplaces side by side, and described two straight band steels pass through several uniform intervals
Easily broken be bolted；Wherein one straight band steel lower face, which is equipped with, divides storehouse plate, described to divide in the middle part of the plate of storehouse along its length equipped with biography
Power structure；Shearing resistance anchoring peg is respectively equipped on described two straight band steels；
The cross connecting piece includes four L-type band steels, is misplaced by the easily broken end that is bolted into set between any two
Cross, the L-type band steel be equipped with shearing resistance anchor peg；
The T-shaped connector includes two L-type band steels and a straight band steel, easily broken is bolted by what is set between any two
The T-shaped to misplace into end, the L-type band steel and straight band steel are equipped with shearing resistance and anchor peg；
By the way that the easy Broken bolt of band steel end misalignment position in two connectors is passed through to be connected between arbitrary two connector；
The band steel height of the cross connecting piece and T-shaped connector be equal to standard connector in band steel and divide storehouse plate height it
With.
3. one kind according to claim 2 divides storehouse size adjustable assembled templates for expansion joints, it is characterised in that：
Uniform intervals are equipped at least two force transferring structures and at least two pairs of shearing resistance anchoring bolt nails on the standard connector.
4. dividing storehouse size adjustable assembled templates for expansion joints according to claim 2~3 any one of them one kind, feature exists
In：
The force transferring structure is the force transmitting board set along its length in the middle part of described point of storehouse plate and coordinates with the force transmitting board
Force transmitting board sheath, the force transmitting board can be moved in force transmitting board sheath lateral expansion.
5. one kind according to claim 2 divides storehouse size adjustable assembled templates for expansion joints, it is characterised in that：
Gap is left between the homonymy band steel of adjacent two connector.
6. one kind according to claim 5 divides storehouse size adjustable assembled templates for expansion joints, it is characterised in that：
The width in the gap is 1~2mm.
7. one kind according to claim 2 divides storehouse size adjustable assembled templates for expansion joints, it is characterised in that：
Joint filling board is further included, the joint filling board is folded between two band steels of the connector on same expansion joint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721345446.3U CN207405991U (en) | 2017-10-19 | 2017-10-19 | One kind divides storehouse size adjustable assembled templates for expansion joints |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721345446.3U CN207405991U (en) | 2017-10-19 | 2017-10-19 | One kind divides storehouse size adjustable assembled templates for expansion joints |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207405991U true CN207405991U (en) | 2018-05-25 |
Family
ID=62320116
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721345446.3U Expired - Fee Related CN207405991U (en) | 2017-10-19 | 2017-10-19 | One kind divides storehouse size adjustable assembled templates for expansion joints |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207405991U (en) |
Cited By (1)
| 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 |
-
2017
- 2017-10-19 CN CN201721345446.3U patent/CN207405991U/en not_active Expired - Fee Related
Cited By (1)
| 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 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN202441391U (en) | End template device for mounting waterstop in tunnel secondary lining concrete | |
| CN104047367A (en) | Novel connecting structure capable of achieving replacement of steel coupling beams | |
| CN203947616U (en) | A kind of coupling beam formula anti-seismic damper | |
| CN104831816A (en) | Fabricated building wallboard and floor pull-connecting and tenon-riveting integrated joint and construction method thereof | |
| CN207405991U (en) | One kind divides storehouse size adjustable assembled templates for expansion joints | |
| CN207553321U (en) | Prefabricated panel connection structure and building construction | |
| CN109812010A (en) | A kind of whole template of shear Wall steel joist exempts from aperture formwork and its construction method | |
| CN207277837U (en) | A kind of templates for expansion joints without removing | |
| CN204940851U (en) | A kind of sideslip type operating platform | |
| CN101638876A (en) | Rail anchor isolator for railroad tie | |
| CN206189399U (en) | Steel zigzag stake point | |
| CN102418414A (en) | Long-slab-span prefabricated beam floor formwork system | |
| CN103821337B (en) | A kind of overall peace tears formula high-altitude operation platform open | |
| CN204920256U (en) | Iron tower basis safety cover | |
| CN204139577U (en) | Embedment means formula wall-connecting piece after a kind of | |
| CN208934188U (en) | A kind of fabricated shear wall energy-dissipating and shock-absorbing horizontal connection structure | |
| CN208235565U (en) | A kind of tower crane bolt integral built-in setting tool | |
| CN207761049U (en) | A kind of assembly concrete frame beam column connection structure | |
| CN206721916U (en) | Underground pipe gallery support trough of belt built-in fitting component | |
| CN205907879U (en) | Strengthen two -way transmitting force performance's superimposed sheet | |
| CN204238830U (en) | A kind of gate, assembly type building site | |
| CN210105087U (en) | Modular assembly type building connecting structure | |
| CN219753903U (en) | Operation platform device based on silo top | |
| CN202519797U (en) | Rubber waterstop fixing device | |
| CN220167478U (en) | Shaping die for electric box construction |
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: 20180525 Termination date: 20181019 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |