CN206233403U - Wall transverse direction dry type attachment structure based on assembled architecture wall - Google Patents
Wall transverse direction dry type attachment structure based on assembled architecture wall Download PDFInfo
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- CN206233403U CN206233403U CN201621343283.0U CN201621343283U CN206233403U CN 206233403 U CN206233403 U CN 206233403U CN 201621343283 U CN201621343283 U CN 201621343283U CN 206233403 U CN206233403 U CN 206233403U
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Abstract
The utility model is related to dry wall interconnection technique field, discloses a kind of wall transverse direction dry type attachment structure based on assembled architecture wall.Because the attachment structure is directly to realize that the dry type of polylith precast wall body is connected using the cooperation of connector and bolt, therefore situ wet operation can be saved in an assembling process, so as to shorten construction period and reduce cost of labor, simultaneously can also be because eliminating wet trade template, on-site concrete and part anchor bar, so that material cost is also greatly lowered, and then the faced obstacle of assembled architecture development at this stage can be broken through at two aspects of construction period and construction cost, promote the development in an all-round way of building industrialization.Additionally, the attachment structure also has, steadiness is strong, be easily assembled and dismantle, beneficial to environmental protection and advantages of simple structure and simple, be easy to practical application and popularization.
Description
Technical field
The utility model is related to dry wall interconnection technique field, in particular it relates to a kind of wall based on assembled architecture wall
Horizontal dry type attachment structure.
Background technology
Assembled architecture wall is that a kind of often application is carried out in assembled architecture and by precast plant's precast wall body in building site
Site-assembled engineering component, so as to accelerate the structure speed of building, reduces dependence of the engineering to weather conditions, and save labor
Power and raising construction quality.But at present during being assembled to precast wall body, it is still necessary to carry out situ wet operation,
The stirring submersible such as mortar or concrete is needed in assembly site, so will be in construction period and construction cost (including people
Work cost and material cost) obstacle that two aspects cause to the development of assembled architecture at this stage, constrain building industrialization
It is all-round developing.
Utility model content
For foregoing problem of the prior art, it is laterally complete that the utility model provides a kind of wall based on assembled architecture wall
Dry type attachment structure, because the attachment structure is directly to realize the complete of polylith precast wall body using the cooperation of connector and bolt
Dry type is connected, therefore can save situ wet operation in an assembling process, so that shorten construction period and reduce cost of labor, while
Can also be because eliminating wet trade template, on-site concrete and part anchor bar so that material cost is also greatly lowered, and then
Assembled architecture at this stage can be broken through at two aspects of construction period and construction cost and develop faced obstacle, promote building work
The development in an all-round way of industry.Additionally, the attachment structure also has, steadiness is strong, be easily assembled and dismantle, beneficial to environmental protection and structure letter
Single the advantages of, it is easy to practical application and popularization.
The technical solution adopted in the utility model, there is provided a kind of wall transverse direction dry type connection based on assembled architecture wall
Structure, including connected polylith precast wall body, wherein, the precast wall body is by being fixed on its wall transverse side or wall transverse end
The precast wall body that connector on face is connected with other is connected；When the wall transverse direction two relative side in the precast wall body is solid respectively
When having corresponding two connector in position surely, then this two connector is separately fixed at by corresponding wall cross side by split bolt
On face, connector is fixed on corresponding wall transverse direction by the screw thread matable assembly otherwise by being made up of single ended bolt and ut socket
On side or wall transverse end surface, wherein, the ut socket is embedded on corresponding wall transverse side or wall transverse end surface.
Optimization, between the nut and connector of the split bolt or in the nut and connector of the single ended bolt
Between be provided with pad.Further optimize, the pad is elastomeric pad.
Optimization, the installation for accommodating the connector is provided with the wall transverse side or wall transverse end surface of attachment connector
Groove, and filled with the anticorrosion closure of the nut for burying the connector and correspondence bolt in mounting groove.
Optimization, when it is fixed with a connection piece and parallel two stationary planes that are respectively on different precast wall bodies when, then should
Connector uses junction steel plate.
Optimization, when it is fixed with a connection piece and vertical two stationary planes that are respectively on different precast wall bodies when, then should
Connector uses angle cleat.
Optimization, the non-screw rod insertion end of the ut socket is slab construction or bellows structure.
Optimization, will be fixed in correspondence metope with a connection piece by least two split bolts or two single ended bolts.
To sum up, using the wall transverse direction dry type attachment structure based on assembled architecture wall provided by the utility model, tool
There is following technique effect：(1) because the attachment structure is directly to realize polylith dry wall using the cooperation of connector and bolt
The dry type connection of body, therefore can save situ wet operation in an assembling process, thus shorten construction period and reduce manually into
This, determines by technique center, due to reaching the correlation intensity requirement required by construction standards without waiting for cast-in-place part, can be by
The time for assembling first floor is foreshortened to using 1/6 the time required to existing bottom dry wall interconnection technique；(2) due to that can assemble
During save wet trade template, on-site concrete and part anchor bar so that material cost is also greatly lowered, for example pin
To concrete, due to the missing of situ wet operation, the concrete of job site is lost there is no all of loss all concentrates on work
Factory, under the control of identical production management technology, the concrete loss of whole engineering (including factory and scene) can be reduced to only
The 63% of the concrete loss for being brought during wet trade at the scene, simultaneously because being produced without on-site concrete, can also be beneficial to environmental protection,
Anchor bar is for example directed to again, due in an assembling process, being anchored without using reinforcing bar, therefore can be substantially reduced to steel
The demand of material, while outside stretching out wall and prefabricated mould without anchor bar, can make prefabricated mould without cutting and can be multiple
Recycling, further reduces the prefabricated cost of wall；(3) attachment structure also has that steadiness is strong, is easily assembled and dismantles
And advantages of simple structure and simple, it is easy to practical application and popularization.
Brief description of the drawings
In order to illustrate more clearly of the utility model embodiment or technical scheme of the prior art, below will be to embodiment
Or the accompanying drawing to be used needed for description of the prior art is briefly described, it should be apparent that, drawings in the following description are only
It is some embodiments of the present utility model, for those of ordinary skill in the art, is not paying the premise of creative work
Under, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is that the application wall transverse direction dry type attachment structure that the utility model embodiment one is provided realizes the wall of " one " type two
The schematic cross-section of connection.
Fig. 2 is that the application wall transverse direction dry type attachment structure that the utility model embodiment one is provided realizes the wall of " one " type two
The schematic three dimensional views of connection.
Fig. 3 is that the application wall transverse direction dry type attachment structure that the utility model embodiment two is provided realizes the first " L " type
The schematic cross-section of two wall connectings.
Fig. 4 is that the application wall transverse direction dry type attachment structure that the utility model embodiment two is provided realizes the first " L " type
The outer visual angle schematic three dimensional views of two wall connectings.
Fig. 5 is that the application wall transverse direction dry type attachment structure that the utility model embodiment two is provided realizes the first " L " type
The interior visual angle schematic three dimensional views of two wall connectings.
Fig. 6 is that the application wall transverse direction dry type attachment structure that the utility model embodiment three is provided realizes second " L " type
The schematic cross-section of two wall connectings.
Fig. 7 is that the application wall transverse direction dry type attachment structure that the utility model embodiment three is provided realizes second " L " type
The outer visual angle schematic three dimensional views of two wall connectings.
Fig. 8 is that the application wall transverse direction dry type attachment structure that the utility model embodiment three is provided realizes second " L " type
The interior visual angle schematic three dimensional views of two wall connectings.
Fig. 9 is that the application wall transverse direction dry type attachment structure that the utility model example IV is provided realizes the first T-shape
The schematic cross-section of three wall connectings.
Figure 10 is that the application wall transverse direction dry type attachment structure that the utility model example IV is provided realizes the first T-shape
The outer visual angle schematic three dimensional views of three wall connectings.
Figure 11 is that the application wall transverse direction dry type attachment structure that the utility model example IV is provided realizes the first T-shape
The interior visual angle schematic three dimensional views of three wall connectings.
Figure 12 is that the application wall transverse direction dry type attachment structure that the utility model embodiment five is provided realizes second T-shape
The schematic cross-section of three wall connectings.
Figure 13 is that the application wall transverse direction dry type attachment structure that the utility model embodiment five is provided realizes second T-shape
The outer visual angle schematic three dimensional views of three wall connectings.
Figure 14 is that the application wall transverse direction dry type attachment structure that the utility model embodiment five is provided realizes second T-shape
The interior visual angle schematic three dimensional views of three wall connectings.
In above-mentioned accompanying drawing：1st, wall 201, junction steel plate 202, angle cleat 3, split bolt 4, single ended bolt 5, spiral shell
Mother sleeve 6, the closure of pad 7, anticorrosion.
Specific embodiment
Hereinafter with reference to accompanying drawing, by way of example describe that the utility model provides in detail based on assembled architecture
The wall transverse direction dry type attachment structure of wall.Herein it should be noted that being used to help reason for the explanation of these way of example
Solution the utility model, but do not constitute to restriction of the present utility model.
The terms "and/or", only a kind of incidence relation for describing affiliated partner, represents there may be three kinds of passes
System, for example, A and/or B, can represent：Individualism A, individualism B, while there are tri- kinds of situations of A and B, the terms
"/and " it is another affiliated partner relation of description, expression there may be two kinds of relations, for example, A/ and B, can represent：Individually deposit
In A, two kinds of situations of individualism A and B, in addition, character "/" herein, typicallys represent forward-backward correlation pair as if a kind of "or" is closed
System.
Embodiment one
Fig. 1 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes the wall connecting of " one " type two
Schematic cross-section, Fig. 2 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes that the wall of " one " type two connects
The schematic three dimensional views for connecing.The wall transverse direction dry type attachment structure based on assembled architecture wall that the present embodiment is provided, including
Parallel connected two pieces of precast wall bodies 1 up and down as shown in Figure 1, wherein, every piece of precast wall body 1 is respectively horizontal by being fixed on its wall
The connector on two relative side is connected with another piece of precast wall body 1 to left and right；Every piece of precast wall body 1 is directed to simultaneously, due to being
Two corresponding connectors of position are respectively fixed with its wall transverse direction two relative side, therefore two connected this by split bolt 3
Fitting is separately fixed on corresponding wall transverse side, will be in the wall of precast wall body 1 transverse direction phase will pass through the split bolt 3
It is chain to two connectors on two sides to consolidate the steadiness for lifting Integral connection structure together.
As depicted in figs. 1 and 2, it is because two pieces of precast wall bodies 1 are parallel connected therefore fixed with a connection piece and difference
Two stationary planes on different precast wall bodies 1 (i.e. go up the wall transverse side and lower piece of precast wall body 1 of block precast wall body 1 in Fig. 1
Wall transverse side) be parallel, therefore the connector uses junction steel plate 201, while in order to further lift firm effect,
To be fixed in correspondence metope with a connection piece by least two split bolts 3.As shown in Fig. 2 being directed to junction steel plate 201, lead to
Two split bolts 3 are crossed to fix.
The present embodiment application wall transverse direction dry type attachment structure realizes the assemble method of the wall connecting of " one " type two, can with but
It is not limited to comprise the following steps：S101. two pieces of connected precast wall bodies are treated in adjustment, make their horizontal alignments；S102., connection is installed
Part, and connector is fixed in correspondence metope by split bolt；S103. built in connected two precast wall body seam crossings filling
Build material.In the step S103, the construction material can be, but not limited to by waterproof material or other architectural disciplines will
The associated materials asked.Realize that two pieces of dry types of precast wall body connect using the cooperation of connector and bolt from there through directly
Connect, can in an assembling process save situ wet operation, so that shorten construction period and reduce cost of labor, while can also be because saving
Wet trade template, on-site concrete and part anchor bar so that material cost is also greatly lowered, and then can be in construction week
Two aspects of phase and construction cost break through assembled architecture at this stage and develop faced obstacle, promote the comprehensive of building industrialization
Development.Additionally, the attachment structure also has, steadiness is strong, be easily assembled and dismantle, beneficial to environmental protection and advantages of simple structure and simple, just
In practical application and popularization.
Optimization, the mounting groove for accommodating the connector is provided with the wall transverse side of attachment connector, and in mounting groove
In filled with bury the connector and correspondence bolt nut anticorrosion closure 7.As shown in figure 1, by filling the anti-corrosion
Erosion closure 7, can play an anti-corrosion protection effect, the whole connection of extension to the connector and the nut of correspondence bolt buried
The firm life-span of structure, while can also make metope attractive in appearance smooth.Therefore also comprise the following steps after the step S103：
S104. to anticorrosive is filled in mounting groove, until burying the connector in the mounting groove completely and corresponding to bolt
Nut (i.e. the nuts at the two ends of split bolt 3).
Optimization, it is provided with pad 6 between the nut and connector of the split bolt 3.As shown in figure 1, by setting
The pad 6, can prevent nut from producing rubbing action to connector in rotation or compaction process with separation nuts and connector
Or abrasive action, and then connector is protected, extend the service life of connector.Further optimize, the pad 6 is cushion
Piece, can give nut one reverse elastic force after nut is screwed, and then prevent nut from occurring loosening phenomenon under tightening state.
To sum up, the transverse direction dry type attachment structure of the wall based on assembled architecture wall that the present embodiment is provided, with as follows
Technique effect：(1) because the attachment structure is directly to realize two pieces of precast wall bodies using the cooperation of connector and bolt
" one " type dry type is connected, therefore can save situ wet operation in an assembling process, so as to shorten construction period and reduce artificial
Cost, determines by technique center, due to reaching the correlation intensity requirement required by construction standards without waiting for cast-in-place part, can
The time for assembling first floor is foreshortened to using 1/6 the time required to existing bottom dry wall interconnection technique；(2) due to can be in group
Wet trade template, on-site concrete and part anchor bar are saved during dress so that material cost is also greatly lowered, for example
For concrete, due to the missing of situ wet operation, the concrete of job site is lost there is no all of loss is all concentrated on
Factory, under the control of identical production management technology, the concrete loss of whole engineering (including factory and scene) can be reduced to
Only at the scene wet trade when brought concrete loss 63%, simultaneously because without on-site concrete produce, can also be beneficial to ring
Protect, for example, be directed to anchor bar again, due in an assembling process, being anchored without using reinforcing bar, therefore can substantially reduce
To the demand of steel, while outside stretching out wall and prefabricated mould without anchor bar, prefabricated mould can be made without cutting and can
It is used repeatedly, further reduces the prefabricated cost of wall；(3) attachment structure also have that steadiness is strong, be easily assembled and
Dismounting and advantages of simple structure and simple, are easy to practical application and popularization.
Embodiment two
Fig. 3 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes the first wall of " L " type two
The schematic cross-section of connection, Fig. 4 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided is realized the first " L "
The outer visual angle schematic three dimensional views of the wall connecting of type two, Fig. 5 shows the application wall transverse direction dry type connection knot that the present embodiment is provided
Structure realizes the interior visual angle schematic three dimensional views of the first wall connecting of " L " type two.Described being built based on assembled of the present embodiment offer
The transverse direction dry type of the wall based on assembled architecture wall that wall transverse direction dry type attachment structure and the embodiment one of walling are provided connects
The difference of binding structure is：Including the two pieces of precast wall bodies 1 up and down being vertically connected as shown in Figure 3, wherein, upper piece dry wall
With the lower piece of wall transverse end surface of precast wall body 1 due to being parallel, both pass through junction steel plate 201 to the wall transverse direction left surface of body 1
(i.e. two stationary planes are parallel, and connector is junction steel plate 201 herein) is connected, and the wall of upper piece precast wall body 1 transverse direction right flank with
The wall transverse direction upper side of lower piece of precast wall body 1 due to be it is vertical, two kinds by angle cleat 202 (i.e. two stationary planes are vertical, this
Place's connector is angle cleat 202) it is connected.
As shown in figure 3, for lower piece of precast wall body 1, due to being unsatisfactory for being respectively fixed with its wall transverse direction two relative side
The condition of two corresponding connectors of position, therefore the screw thread by being made up of single ended bolt 4 and ut socket 5 matches somebody with somebody charge-coupled respectively
Be fixed on connector on its wall transverse end surface or wall transverse side by part, wherein, the ut socket 5 is embedded in its wall transverse side
Or on wall transverse end surface.The fixed characteristic of precast wall body 1 and corresponding connector is ensured by the screw thread matable assembly.Optimization
, the non-screw rod insertion end of the ut socket 5 is slab construction or bellows structure.By aforementioned structure set, can in case
Only the ut socket 5 is taken out of by the single ended bolt 4 from precast wall body 1.As an example, as shown in figure 3, in this implementation
In example, for the lower piece of wall transverse end surface of precast wall body 1, the non-screw rod insertion end of its corresponding ut socket 5 is set to ripple
Line tubular construction, and for the lower piece of wall transverse direction upper side of precast wall body 1, the non-screw rod insertion of its corresponding ut socket 5
It is slab construction to hold.Additionally, it is similar to the split bolt 3, it is provided with pad between the nut and connector of the single ended bolt 4
Piece 6, the pad 6 is preferably elastomeric pad, while will be fixed on correspondence metope with a connection piece by least two single ended bolts 4
In, so that further lifting consolidates effect.As shown in Figures 4 and 5, the number of the single ended bolt 4 in same bearing is set to two
It is individual.It is also shown in FIG. 3, the mounting groove for accommodating the connector is also provided with the wall transverse end surface of attachment connector, and in peace
Filled with the anticorrosion closure 7 of the nut for burying the connector and correspondence bolt in tankage.
The present embodiment application wall transverse direction dry type attachment structure realize the assemble method of the first wall connecting of " L " type two with
The application wall of embodiment one transverse direction dry type attachment structure realizes that the assemble method of the wall connecting of " one " type two is compared, except need by
Two pieces of precast wall bodies are carried out outside vertical alignment, and other steps are completely the same.Additionally, the technique effect of the present embodiment is referred to reality
The technique effect for applying example one is derived and obtained, and is repeated no more in this.
Embodiment three
Fig. 6 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes second wall of " L " type two
The schematic cross-section of connection, Fig. 7 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided is realized second " L "
The outer visual angle schematic three dimensional views of the wall connecting of type two, Fig. 8 shows the application wall transverse direction dry type connection knot that the present embodiment is provided
Structure realizes second interior visual angle schematic three dimensional views of the wall connecting of " L " type two.Described being built based on assembled of the present embodiment offer
The transverse direction dry type of the wall based on assembled architecture wall that wall transverse direction dry type attachment structure and the embodiment two of walling are provided connects
The difference of binding structure is：As shown in fig. 6, the wall transverse direction left surface and the lower piece of wall of precast wall body 1 of upper piece precast wall body 1
Due to being vertical, two kinds also by angle cleat 202, (i.e. two stationary planes are vertical, and connector is connection herein for horizontal downside
Angle steel 202) it is connected.Thus for lower piece of precast wall body 1, position is respectively fixed with its wall transverse direction two relative side due to also meeting
The condition of two corresponding connectors is put, therefore as above as block precast wall body 1, also will be same by least two split bolts 3
Connector is fixed in correspondence metope (i.e. herein without single ended bolt 4 and ut socket 5).
The present embodiment application wall transverse direction dry type attachment structure realize second assemble method of the wall connecting of " L " type two with
The application wall of embodiment two transverse direction dry type attachment structure realizes that the assemble method of the first wall connecting of " L " type two is compared, its step
It is rapid completely the same.Additionally, the technique effect of the present embodiment can also be derived and obtained with reference to the technique effect of embodiment one, in this not
Repeat again.
Example IV
Fig. 9 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes the first wall of T-shape three
The schematic cross-section of connection, Figure 10 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes the first
The outer visual angle schematic three dimensional views of the wall connecting of T-shape three, Figure 11 shows that the application wall transverse direction dry type that the present embodiment is provided connects
Binding structure realizes the interior visual angle schematic three dimensional views of the first wall connecting of T-shape three.It is described based on assembling that the present embodiment is provided
The wall transverse direction dry type attachment structure of formula building wall is laterally absolutely dry with the wall based on assembled architecture wall that embodiment one is provided
The difference of formula attachment structure is：Include three pieces of precast wall bodies 1 of upper, middle and lower as shown in Figure 9, wherein, upper and lower two pieces of dry walls
Body 1 is connected in parallel, and is vertically connected with middle piece of precast wall body 1 respectively.Simultaneously as shown in figure 9, the wall transverse direction of upper piece precast wall body 1
Left surface, the wall transverse end surface of middle piece of precast wall body 1 and the lower piece of wall transverse direction left surface of precast wall body 1 due to be it is parallel, three
Person is connected by one piece of junction steel plate 201 (i.e. any two stationary plane is parallel, and connector is junction steel plate 201 herein)；And upper piece
, with the middle piece of wall transverse direction upper side of precast wall body 1 due to being vertical, two kinds by connection for the wall transverse direction right flank of precast wall body 1
Angle steel 202 (i.e. two stationary planes are vertical, and connector is angle cleat 202 herein) is connected；And the lower piece of wall of precast wall body 1 is laterally right
With the middle piece of wall transverse direction downside of precast wall body 1 due to being vertical, two kinds also by angle cleat 202, (i.e. two fix for side
Face is vertical, and connector is angle cleat 202 herein) it is connected.
As shown in figure 9, for the middle piece of wall transverse end surface of precast wall body 1, due to being unsatisfactory in its wall transverse direction two opposite sides
Face is respectively fixed with the condition of two corresponding connectors of position, therefore the spiral shell by being made up of single ended bolt 4 and ut socket 5
Be fixed on connector on its wall transverse side by line matable assembly, wherein, the ut socket 5 is embedded on its wall transverse side.
The fixed characteristic of precast wall body 1 and corresponding connector is ensured by the screw thread matable assembly.Optimization, the ut socket
5 non-screw rod insertion end is slab construction or bellows structure.Set by aforementioned structure, the ut socket 5 can be prevented
Taken out of from precast wall body 1 by the single ended bolt 4.As an example, as shown in figure 9, in the present embodiment, the nut sleeve
The non-screw rod insertion end of cylinder 5 is set to bellows structure.Additionally, it is similar to the split bolt 3, in the spiral shell of the single ended bolt 4
Pad 6 is provided between cap and connector, the pad 6 is preferably elastomeric pad, while will be same by least two single ended bolts 4
Connector is fixed in correspondence metope, so that further lifting consolidates effect.As shown in Figure 10, in the middle piece of wall of precast wall body 1
Transverse end surface, the number of the single ended bolt 4 is set to two.It is also shown in FIG. 9, on the wall transverse end surface of attachment connector
The mounting groove for accommodating the connector is provided with, and it is (i.e. single filled with the nut for burying the connector and correspondence bolt in mounting groove
The nut of hook bolt 4) anticorrosion closure 7.
The present embodiment application wall transverse direction dry type attachment structure realize the assemble method of the first wall connecting of T-shape two with
The application wall of embodiment one transverse direction dry type attachment structure realizes that the assemble method of the wall connecting of " one " type two is compared, except need by
Three pieces of precast wall bodies are carried out outside parallel alignment or vertical alignment between any two, and other steps are completely the same.Additionally, the present embodiment
Technique effect be referred to embodiment one technique effect derive and obtain, repeated no more in this.
Embodiment five
Figure 12 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided realizes second wall of T-shape three
The schematic cross-section of connection, Figure 13 shows that the application wall transverse direction dry type attachment structure that the present embodiment is provided is realized second
The outer visual angle schematic three dimensional views of the wall connecting of T-shape three, Figure 14 shows that the application wall transverse direction dry type that the present embodiment is provided connects
Binding structure realizes second interior visual angle schematic three dimensional views of the wall connecting of T-shape three.It is described based on assembling that the present embodiment is provided
The wall transverse direction dry type attachment structure of formula building wall is laterally absolutely dry with the wall based on assembled architecture wall that example IV is provided
The difference of formula attachment structure is：As shown in figure 12, the wall transverse direction left surface and lower piece of precast wall body of upper piece precast wall body 1
, due to being parallel, by one piece of junction steel plate 201, (i.e. two stationary planes are parallel, herein connector for both for 1 wall transverse direction left surface
It is junction steel plate 201) it is connected.
The present embodiment application wall transverse direction dry type attachment structure realize second assemble method of the wall connecting of T-shape two with
Example IV application wall transverse direction dry type attachment structure realizes that the assemble method of the first wall connecting of T-shape two is compared, its step
It is rapid completely the same.Additionally, the technique effect of the present embodiment can also be derived and obtained with reference to the technique effect of embodiment one, in this not
Repeat again.
As described above, the utility model can be realized preferably.For a person skilled in the art, it is new according to this practicality
The teaching of type, designs the transverse direction dry type attachment structure of the wall based on assembled architecture wall of multi-form and does not need creativeness
Work.These embodiments be changed in the case where principle of the present utility model and spirit is not departed from, changed, replaced,
Integrate and modification is still fallen within protection domain of the present utility model.
Claims (8)
1. a kind of wall transverse direction dry type attachment structure based on assembled architecture wall, it is characterised in that the polylith including being connected is pre-
Wall (1) processed, wherein, the precast wall body (1) by the connector that is fixed on its wall transverse side or wall transverse end surface with
Other connected precast wall bodies (1) are connected；
When the wall transverse direction two relative side in the precast wall body (1) is respectively fixed with two corresponding connector of position, then
This two connector is separately fixed on corresponding wall transverse side by split bolt (3), otherwise by by single ended bolt (4)
Be fixed on connector on corresponding wall transverse side or wall transverse end surface by the screw thread matable assembly constituted with ut socket (5),
Wherein, the ut socket (5) is embedded on corresponding wall transverse side or wall transverse end surface.
2. the wall transverse direction dry type attachment structure of assembled architecture wall is based on as claimed in claim 1, it is characterised in that in institute
State between the nut and connector of split bolt (3) or be provided with pad between the nut and connector of the single ended bolt (4)
(6)。
3. the wall transverse direction dry type attachment structure of assembled architecture wall is based on as claimed in claim 2, it is characterised in that described
Pad (6) is elastomeric pad.
4. the wall transverse direction dry type attachment structure of assembled architecture wall is based on as claimed in claim 1, it is characterised in that attached
The mounting groove for being provided with the wall transverse side or wall transverse end surface of connector and accommodating the connector, and is filled with mounting groove
Bury anticorrosion closure (7) of the nut of the connector and correspondence bolt.
5. the wall transverse direction dry type attachment structure of assembled architecture wall is based on as claimed in claim 1, it is characterised in that when solid
It is fixed with a connection piece and parallel two stationary planes that are respectively on different precast wall bodies (1) when, then the connector is using connection steel
Plate (201).
6. the wall transverse direction dry type attachment structure of assembled architecture wall is based on as claimed in claim 1, it is characterised in that when solid
It is fixed with a connection piece and vertical two stationary planes that are respectively on different precast wall bodies (1) when, then the connector uses joint angle
Steel (202).
7. the wall transverse direction dry type attachment structure of assembled architecture wall is based on as claimed in claim 1, it is characterised in that described
The non-screw rod insertion end of ut socket (5) is slab construction or bellows structure.
8. the wall transverse direction dry type attachment structure of assembled architecture wall is based on as claimed in claim 1, it is characterised in that by extremely
Few two split bolts (3) or two single ended bolts (4) will be fixed in correspondence metope with a connection piece.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201621343283.0U CN206233403U (en) | 2016-12-08 | 2016-12-08 | Wall transverse direction dry type attachment structure based on assembled architecture wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621343283.0U CN206233403U (en) | 2016-12-08 | 2016-12-08 | Wall transverse direction dry type attachment structure based on assembled architecture wall |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106436966A (en) * | 2016-12-08 | 2017-02-22 | 四川华构住宅工业有限公司 | Wall transverse full-dry type connection structure based on assembled type building wall and assembly method of wall transverse full-dry type connection structure |
| CN107366371A (en) * | 2017-09-14 | 2017-11-21 | 辛红 | Assembled architecture wall and its wall connecting component |
| CN113882548A (en) * | 2021-08-30 | 2022-01-04 | 北京工业大学 | Bolt connection assembled L-shaped double-steel-plate concrete combined wall |
| CN113882556A (en) * | 2021-08-30 | 2022-01-04 | 北京工业大学 | Angle steel bolted connection assembled L-shaped double-steel-plate concrete combined wall |
| CN113882547A (en) * | 2021-08-30 | 2022-01-04 | 北京工业大学 | Angle steel bolted connection assembled T-shaped double-steel-plate concrete combined wall |
| CN113882555A (en) * | 2021-08-30 | 2022-01-04 | 北京工业大学 | Bolt connection assembled T-shaped double-steel-plate concrete combined wall |
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2016
- 2016-12-08 CN CN201621343283.0U patent/CN206233403U/en active Active
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106436966A (en) * | 2016-12-08 | 2017-02-22 | 四川华构住宅工业有限公司 | Wall transverse full-dry type connection structure based on assembled type building wall and assembly method of wall transverse full-dry type connection structure |
| CN107366371A (en) * | 2017-09-14 | 2017-11-21 | 辛红 | Assembled architecture wall and its wall connecting component |
| CN113882548A (en) * | 2021-08-30 | 2022-01-04 | 北京工业大学 | Bolt connection assembled L-shaped double-steel-plate concrete combined wall |
| CN113882556A (en) * | 2021-08-30 | 2022-01-04 | 北京工业大学 | Angle steel bolted connection assembled L-shaped double-steel-plate concrete combined wall |
| CN113882547A (en) * | 2021-08-30 | 2022-01-04 | 北京工业大学 | Angle steel bolted connection assembled T-shaped double-steel-plate concrete combined wall |
| CN113882555A (en) * | 2021-08-30 | 2022-01-04 | 北京工业大学 | Bolt connection assembled T-shaped double-steel-plate concrete combined wall |
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