CN203412143U - Wall body structure of integrally poured building house - Google Patents
Wall body structure of integrally poured building house Download PDFInfo
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- CN203412143U CN203412143U CN201320464297.8U CN201320464297U CN203412143U CN 203412143 U CN203412143 U CN 203412143U CN 201320464297 U CN201320464297 U CN 201320464297U CN 203412143 U CN203412143 U CN 203412143U
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Abstract
The utility model discloses a wall body structure of an integrally poured building house. The wall body is vertically arranged on the reinforced concrete foundation and comprises inner and outer side wall body plates arranged in parallel; the wall body plate on each side is formed by multiple wall body plate units in the manner of side splicing; the inner side of the wall body plate on one side is fixedly connected with a support block; the other end of the support block is contacted with the inner side of the wall body plate on the other side; and concrete is poured between the inner and outer side wall body plates. The wall body structure has good anti-seismic, sealing and thermal insulation property, the construction cost is further reduced, and the construction efficiency is improved.
Description
Technical field
The utility model relates to a kind of residential building, is specifically related to a kind of wall body structure of integrated casting building.
Background technology
The job practices in existing residential house, mainly comprises job practices and the job practices based on steel work based on reinforced concrete structure.In the job practices based on reinforced concrete structure, the frame construction of generally first constructing after building foundation completes is then filled fragment of brick in framework, and at interior lateral surface construction one deck cement of brick wall.Its major defect is:
The first, building operations program is complicated, and the amount of labour is large, long in time limit, produces a large amount of building wastes, and because site operation amount is difficult to greatly realize strict quality control.
The second, the concrete of whole building body is implemented respectively cast in different construction part, builds rear mutual independence, is difficult to guarantee the bulk strength of building, and anti-seismic performance, sealing performance etc. can not be satisfactory.
Three, when construction framework and coating cement, need use template frequently, in enormous quantities, increased construction cost and affected construction efficiency.
Four, after main body construction, need atrial septum to process from, decorating inner and external walls and insulation, the house building cycle is longer, and construction cost further improves.
Utility model content
The utility model aims to provide a kind of wall body structure of integrated casting building, in order to overcome the defect of the existing job practices based on reinforced concrete structure, technical problem to be solved is, building operations efficiency is higher, cycle is shorter, being integral structure after house wall concreting, has better capability and performance, and construction is more convenient.
In order to solve the problems of the technologies described above, the utility model has adopted following technical scheme:
A building job practices, according to following steps, construct:
The first step, foundation construction: reinforced concrete foundation, longitudinal reinforcement wherein protrudes upward from reinforced concrete foundation, for wall, post in bar splicing, after outer wall of basement has been constructed, at edge joint position, do waterproofing work;
Second step, exterior wall, post construction: first vertical exterior wall side sheet and mixed lateral column plate also make exterior wall side sheet and mixed lateral column board connects, utilize outrigger External Wall side sheet and mixed lateral column plate to carry out temporary supporting, fixing, then colligation wall steel bar and post reinforcing bar, the back-up block of suspension end for contacting with sidewall within inner side of outer wall wallboard is installed in the gap of wall steel bar again, the root of back-up block and the medial surface of exterior wall side sheet are fixed, then detain inner side of outer wall wallboard and columnae medialis plate, inner side of outer wall wallboard and columnae medialis board are connect, finally body of wall and cylinder being carried out to reinforcement by connection makes body of wall and cylinder become overall structure,
The 3rd step, interior wall construction: first vertical interior wall side sheet also makes interior wall side sheet and mixed lateral column board connects, utilize outrigger to carry out temporary supporting, fixing to interior wall side sheet, then colligation wall steel bar, the back-up block of suspension end for contacting with sidewall within interior wall side lining is installed in the gap of wall steel bar again, the root of back-up block and the medial surface of interior exterior wall side sheet are fixed, then detain interior wall side lining, interior wall side lining and columnae medialis board are connect, finally inner wall is carried out to reinforcement by connection and make body of wall and cylinder become overall structure;
The 4th step, floor is installed: the whole floor in one, each room, by lifting mode, be placed in wall, on post, the edge of floor is seated on side lining and columnae medialis plate to be held, concordant or the inner side that a little inwardly surmounts this outer sheet material, the inner side of the inner face of left plate and sheet material outside left wallboard, the inner face of floor or the inner side that a little inwardly surmount this side lining or columnae medialis plate concordant with side lining or columnae medialis plate, inwardly to reserve, between side sheet and in, the passage of fluid concrete between mixed lateral column plate, last reinforcement by connection between body of wall and floor and cylinder and floor,
The 5th step, construction indoor partition collar tie beam: indoor partition collar tie beam comprises left beam body plate and right beam body plate, left beam body plate comprises left riser and with left riser one and be positioned at the left plate of left riser lower end, left riser and left plate are 90 ° of angles mutually, the left side of left plate is concordant with the left surface of left riser, right beam body plate comprises right riser and with right riser one and be positioned at the right flat board of right riser lower end, right riser and right flat board are 90 ° of angles mutually, the right side of right flat board is concordant with the right flank of right riser, left riser is concordant with right planar bottom surface with the concordant left plate in right riser upper end, concordant or the inner side that a little inwardly surmounts this outer sheet material, the inner side of sheet material outside side sheet in the inner face of left plate and interior wall, concordant or the inner side that a little inwardly surmounts this outer sheet material, the inner side of the inner face of right flat board and sheet material outside inner wall panel,
The 6th step, laying sound isolation of floor insulation layer;
The 7th step, build stair: by stair lifting installations that put in place, stair reinforcing steel bars exposed end is used for overlapping with ring beam reinforcing steel bar;
The 8th step, assembling reinforcement: colligation inner, external wall ring beam reinforcing steel bar forms collar tie beam main body, and make floor bar and ring beam reinforcing steel bar overlap joint, post reinforcing bar and ring beam reinforcing steel bar overlap joint, ring beam reinforcing steel bar and stair bar splicing;
The 9th step, fluid concrete: adopt the self-flowing dense concrete of being prepared by high strength cement to pour into a mould, body of wall, cylinder, floor, collar tie beam are become one.
Preferably, according to the step method construction last layer of the described first step to the nine steps, build.
Preferably; the job practices of the tenth step is: after typical floor construction; at the superiors' reinforcement placing concrete roof beam; the reinforcing bar of roof girder is connected respectively with body of wall, cylinder, ring beam reinforcing steel bar; on roof girder, lay roof panel, reinforcement by connection, water detection is flat; construction waterproof layer and topping thereof, finally install photovoltaic panel.
In above-mentioned job practices, used the wall body structure of integrated casting building.
In addition, the utility model also discloses a kind of wall body structure of integrated casting building, body of wall is vertically built up on reinforced concrete foundation, described body of wall comprises the medial and lateral ash wall body plate be arrangeding in parallel, and the ash wall body plate of each side is continued and formed by the mutual mode of pegging graft of side by several ash wall body plate unit; Wherein the inner side of the ash wall body plate of a side is fixedly connected with back-up block, the interior side contacts of the other end of back-up block and opposite side ash wall body plate, fluid concrete between interior external wall body plate.
Preferably, described body of wall also comprises longitudinal reinforcement post and the wall steel bar between external wall body plate, described wall steel bar comprises horizontal reinforcement and oblique reinforcing bar, the junction of longitudinal reinforcement post and wall steel bar adopts colligation mode to be connected to each other, the two ends up and down of described longitudinal reinforcement post and oblique reinforcing bar all exceed the two ends up and down of interior external wall body plate, wherein, downward exceed part for penetrate in concrete foundation or the collar tie beam of body of wall below in, what make progress exceeds part for penetrating in the collar tie beam of body of wall top.
Preferably, each unit of described ash wall body plate comprises the wall board of the forward and backward both sides of wall insulating layer and wall insulating layer.
Preferably, raised line and the groove that peg graft mutually and coordinate with the sheet material that is useful on neighboring walls plate unit respectively in the left and right sides of described wall board.
Integrated casting building of the present utility model, it is cellular that whole building adopts integrated pouring concrete to form, have better antidetonation, sealing, heat-insulating property, and further reduced construction cost and improved construction efficiency, its concrete good effect is:
The first, ash wall body plate of the present utility model etc. adopts batch production manufacture, and on-the-spot installation not only has quick for installationly, and the outstanding feature of saving of work and time, can realize factorial construction, does not produce building waste, and the quality control of being more convenient for.
The second, to adopt integrated pouring concrete to form cellular for whole building, and steel bar column and oblique reinforcing bar in wallboard, have been adopted, the house classification of waterproof that utilizes the utility model to build reaches A level, antidetonation reaches 9 grades of degree of splitting, and there is insulation, wind resistance, protection against the tide, sound insulation, waterproof, the fire-resistant effect that is obviously better than existing building house, longer service life.Be particularly suitable for Urban renewal, new countryside construction, hilly ground building construction, is used in rainy, high wind area, the multiple band building construction of earthquake.
Three, in construction, saved template, further reduced construction cost and improved construction efficiency.
Four, adopt job practices of the present utility model, due to sheet material external surface used can process smoothly, attractive in appearance, therefore saved house decoration link, house sense is stronger, more attractive in appearance, and has saved a large amount of human and material resources and financial resources.
Five, with traditional structure comparison, can save steel 40%～60%, cement consumption also significantly reduces.
Accompanying drawing explanation
Fig. 1 is the schematic diagram that shows installation, position relationship between the utility model ash wall body plate and back-up block thereof.
Fig. 2 is the structural representation of analysing and observe form of a unit of the utility model ash wall body plate.
Fig. 3 is the internal construction schematic diagram (not concreting state) of the utility model construction wall.
Fig. 4 is the structural representation (not concreting state) of the utility model cylinder.
Fig. 5 is the structural representation of analysing and observe form of first cylinder flat board of the utility model.
Fig. 6 is the structural representation of the utility model indoor partition collar tie beam.
Fig. 7 is the structural representation of the utility model beam body plate.
Fig. 8 is the mounting means schematic diagram of the utility model indoor partition collar tie beam.
Fig. 9 is the planform schematic diagram of the steel concrete part in house that the utility model is built.
The specific embodiment
For those skilled in the art can understand technical scheme provided by the utility model better, below in conjunction with specific embodiment, set forth.
The building job practices of the integrated casting that the utility model provides has used the wall body structure of integrated casting building in this job practices, and concrete implementation step is as follows:
The first step, foundation construction: reinforced concrete foundation, longitudinal reinforcement wherein protrudes upward from reinforced concrete foundation, for wall, post in bar splicing.
Second step, exterior wall, post construction: first vertical exterior wall side sheet and mixed lateral column plate also make exterior wall side sheet and mixed lateral column board connects, utilize outrigger External Wall side sheet and mixed lateral column plate to carry out temporary supporting, fixing, then colligation wall steel bar and post reinforcing bar, the back-up block of suspension end for contacting with sidewall within inner side of outer wall wallboard is installed in the gap of wall steel bar again, the root of back-up block and the medial surface of exterior wall side sheet are fixed, then detain inner side of outer wall wallboard and columnae medialis plate, inner side of outer wall wallboard and columnae medialis board are connect, finally body of wall and cylinder being carried out to reinforcement by connection makes body of wall and cylinder become overall structure.
Wherein, described body of wall has following structure:
Comprise the medial and lateral ash wall body plate 1 be arrangeding in parallel, the ash wall body plate 1 of each side is continued and is formed by the mutual mode of pegging graft of side by several ash wall body plate unit.Wherein the inner side of the ash wall body plate 1 of a side is fixedly connected with back-up block 2, the interior side contacts of the other end of back-up block 2 and opposite side ash wall body plate 1, as shown in Figure 1.Also comprise longitudinal reinforcement post 3 and wall steel bar 4 between external wall body plate 1, described wall steel bar 4 comprises horizontal reinforcement and oblique reinforcing bar, the junction of longitudinal reinforcement post 3 and wall steel bar 4 adopts colligation mode to be connected to each other, the two ends up and down of described longitudinal reinforcement post 3 and oblique reinforcing bar all exceed the two ends up and down of interior external wall body plate 1, wherein, downward exceed part for penetrate in concrete foundation or the collar tie beam of body of wall below in, what make progress exceeds part for penetrating in the collar tie beam of body of wall top.Fluid concrete between interior external wall body plate 1.
As Fig. 2, each unit of described ash wall body plate 1 comprises the wall board 1-1 of the forward and backward both sides of wall insulating layer 1-2 and wall insulating layer 1-2.The raised line 1-3 and the groove 1-4 that peg graft mutually and coordinate with the sheet material that is useful on neighboring walls plate unit respectively in the left and right sides of described wall board 1-1.
In practice of construction operation, conventionally using inside and outside each two ash wall body plate unit as a construction cell, still as Fig. 1,2.In this case, each construction cell center is provided with a longitudinal reinforcement post 3, is provided with two oblique reinforcing bars that cross one another, as shown in Figure 3 in each construction cell.
Described cylinder has following structure:
Comprise erectting and be seated in the cylinder dull and stereotyped 6 of concrete foundation 5 upper surfaces and erect the cylinder corner board 7 that is seated in concrete foundation 5 upper surfaces.In the space surrounding at described cylinder dull and stereotyped 6 and cylinder corner board 7, being provided with root is positioned at the reinforcing bar within concrete foundation 5 and has built concrete.As Fig. 4.
Concrete structure is as follows: cylinder dull and stereotyped 6 and the cylinder corner board 7 of this structural column are each two.The inner side edge band of first cylinder flat board 6 is useful on post plate groove or the post plate raised line 6-3 that pegs graft and coordinate with ash wall body plate, and outer side edges is with 45 ° of assembling inclined-plane 6-4, as shown in Figure 5.The interior outer side edges of second cylinder flat board 6 is respectively with 45 ° of assembling inclined-planes, works in coordination and form the first external corner of cylinder in 45 ° of assembling inclined-planes of 45 ° of assembling inclined-planes of first cylinder flat board 6 and second cylinder flat board 6.The outer side edges of first corner board 7 is worked in coordination and is formed the second external corner of cylinder with 45 ° of assembling inclined-planes and by the assembling inclined-plane, 45 ° of inner sides of these 45 ° assembling inclined-planes and second cylinder flat board 6.The turning of first corner board 7 is as the first inner corner trim of cylinder.The inner side edge band of first corner board 7 is useful on groove or the raised line of pegging graft and coordinating with ash wall body plate.Two sides of second corner board 7 are all with being useful on groove or the raised line of pegging graft and coordinating with ash wall body plate.The turning of second corner board 7 is as the second inner corner trim of cylinder.Still as Fig. 4.
Described cylinder flat board 6 comprises the cylinder sheet material 6-1 of the forward and backward both sides side of cylinder insulation layer 6-2 and cylinder insulation layer 6-2.Although described cylinder corner board 7 is different from cylinder plate unit shape, has similar structure, cylinder corner board 7 also comprises the sheet material of insulation layer and insulation layer both sides.
The 3rd step, interior wall construction: first vertical interior wall side sheet also makes interior wall side sheet and mixed lateral column board connects, utilize outrigger to carry out temporary supporting, fixing to interior wall side sheet, then colligation wall steel bar, the back-up block of suspension end for contacting with sidewall within interior wall side lining is installed in the gap of wall steel bar again, the root of back-up block and the medial surface of interior exterior wall side sheet are fixed, then detain interior wall side lining, interior wall side lining and columnae medialis board are connect, finally inner wall is carried out to reinforcement by connection and make body of wall and cylinder become overall structure.
Wherein, described inner wall has the structure identical with exterior wall, and only thickness there are differences.
The 4th step, floor is installed: the whole floor in one, each room, by lifting mode, be placed in wall, on post, the edge of floor is seated on side lining and columnae medialis plate to be held, concordant or the inner side that a little inwardly surmounts this outer sheet material, the inner side of the inner face of left plate and sheet material outside left wallboard, the inner face of floor or the inner side that a little inwardly surmount this side lining or columnae medialis plate concordant with side lining or columnae medialis plate, inwardly to reserve, between side sheet and in, the passage of fluid concrete between mixed lateral column plate, last reinforcement by connection between body of wall and floor and cylinder and floor.
The 5th step, construction indoor partition collar tie beam: indoor partition collar tie beam comprises left beam body plate and right beam body plate, left beam body plate comprises left riser and with left riser one and be positioned at the left plate of left riser lower end, left riser and left plate are 90 ° of angles mutually, the left side of left plate is concordant with the left surface of left riser, right beam body plate comprises right riser and with right riser one and be positioned at the right flat board of right riser lower end, right riser and right flat board are 90 ° of angles mutually, the right side of right flat board is concordant with the right flank of right riser, left riser is concordant with right planar bottom surface with the concordant left plate in right riser upper end, concordant or the inner side that a little inwardly surmounts this outer sheet material, the inner side of sheet material outside side sheet in the inner face of left plate and interior wall, concordant or the inner side that a little inwardly surmounts this outer sheet material, the inner side of the inner face of right flat board and sheet material outside inner wall panel.
Concrete structure is as follows:
As Fig. 6,8, indoor partition collar tie beam of the present utility model comprises as the left beam body plate of beam body plate 8 and right beam body plate.Between left beam body plate and right beam body plate, reinforcing bar is installed and is filled with concrete.
Left beam body plate comprises left riser and with left riser one and be positioned at the left plate of left riser lower end, left riser and left plate are 90 ° of angles mutually, and the left side of left plate is concordant with the left surface of left riser.Right beam body plate comprises right riser and with right riser one and be positioned at the right flat board of right riser lower end, right riser and right flat board are 90 ° of angles mutually, and the right side of right flat board is concordant with the right flank of right riser.Left riser is concordant with right planar bottom surface with the concordant left plate in right riser upper end.
As Fig. 7, left riser comprises collar tie beam sheet material 8-1 and the collar tie beam insulation layer 8-2 that is fixed on collar tie beam sheet material 8-1 inner side, and left plate also comprises collar tie beam sheet material 8-1 and is fixed on the collar tie beam insulation layer 8-2 of collar tie beam sheet material 8-1 inner side.Right riser comprises collar tie beam sheet material 8-1 and the collar tie beam insulation layer 8-2 that is fixed on collar tie beam sheet material 8-1 inner side, and right flat board also comprises collar tie beam sheet material 8-1 and is fixed on the collar tie beam insulation layer 8-2 of collar tie beam sheet material 8-1 inner side.
Sheet material and left plate upside sheet material one each other inside left riser, sheet material and left plate downside sheet material one each other outside left riser, similarly, sheet material and right dull and stereotyped upside sheet material one each other inside right riser, sheet material and right dull and stereotyped downside sheet material one each other outside right riser.
Still, as shown in Fig. 6,8, in building operations, the flat board of beam body plate 8 is seated on the indoor partition 9 as load bearing wall, and riser lateral surface leans against trend and intersects with indoor partition on the body of wall of (such as square crossing).
As Fig. 8, described indoor partition 9 comprises as the left wallboard of wallboard 9-1 and right wallboard, and reinforcing bar is installed and is filled with concrete between left wallboard and right wallboard.Wallboard 9-1 has three layer construction: the outer sheet material of setting parallel to each other, interior sheet material and the insulation layer between outer sheet material and interior sheet material.Concordant or the inner side that a little inwardly surmounts this outer sheet material, the inner side of the inner face of left plate and sheet material outside left wallboard, concordant or the inner side that a little inwardly surmounts this outer sheet material, the inner side of the inner face of right flat board and sheet material outside right wallboard, object is fluid concrete and the insulation layer in wallboard 9-1, to guarantee that between beam, wall, connection is more firm, junction has better sealing.
The 6th step, laying floor insulation layer.
The 7th step, build stair: by stair lifting installations that put in place, stair reinforcing steel bars exposed end is used for overlapping with ring beam reinforcing steel bar.
The 8th step, assembling reinforcement: colligation inner, external wall ring beam reinforcing steel bar forms collar tie beam main body, and make floor bar and ring beam reinforcing steel bar overlap joint, post reinforcing bar and ring beam reinforcing steel bar overlap joint, ring beam reinforcing steel bar and stair bar splicing.
The 9th step, fluid concrete: adopt the self-flowing dense concrete of being prepared by high strength cement to pour into a mould, body of wall, cylinder, floor, collar tie beam are become one.Then the last layer of constructing building.
The tenth step, roofing construction: after typical floor construction; at the superiors' reinforcement placing concrete roof beam; the reinforcing bar of roof girder is connected respectively with body of wall, cylinder, ring beam reinforcing steel bar; on roof girder, lay roof panel; reinforcement by connection; water detection is flat, and construction waterproof layer and topping thereof, finally install photovoltaic panel.
If remove ash wall body plate, beam body plate, cylinder plate, the steel concrete of whole building is cellular shown in Fig. 9.
Above-mentioned explanation to the disclosed embodiments, makes professional and technical personnel in the field can realize or use the utility model.To the multiple modification of these embodiment, will be apparent for those skilled in the art, General Principle as defined herein can, in the situation that not departing from spirit or scope of the present utility model, realize in other embodiments.Therefore, the utility model will can not be restricted to these embodiment shown in this article, but will meet the widest scope consistent with principle disclosed herein and features of novelty.
Claims (4)
1. the wall body structure of an integrated casting building, it is characterized in that, body of wall is vertically built up on reinforced concrete foundation, described body of wall comprises the medial and lateral ash wall body plate be arrangeding in parallel, and the ash wall body plate of each side is continued and formed by the mutual mode of pegging graft of side by several ash wall body plate unit; Wherein the inner side of the ash wall body plate of a side is fixedly connected with back-up block, the interior side contacts of the other end of back-up block and opposite side ash wall body plate, fluid concrete between interior external wall body plate.
2. the wall body structure of integrated casting building as claimed in claim 1, it is characterized in that, described body of wall also comprises longitudinal reinforcement post and the wall steel bar between external wall body plate, described wall steel bar comprises horizontal reinforcement and oblique reinforcing bar, the junction of longitudinal reinforcement post and wall steel bar adopts colligation mode to be connected to each other, the two ends up and down of described longitudinal reinforcement post and oblique reinforcing bar all exceed the two ends up and down of interior external wall body plate, wherein, downward exceed part for penetrate in concrete foundation or the collar tie beam of body of wall below in, exceeding partly for penetrating in the collar tie beam of body of wall top upwards.
3. the wall body structure of integrated casting building as claimed in claim 2, is characterized in that, each unit of described ash wall body plate comprises the wall board of the forward and backward both sides of wall insulating layer and wall insulating layer.
4. the wall body structure of integrated casting building as claimed in claim 3, is characterized in that, raised line and the groove pegged graft mutually and coordinate with the sheet material that is useful on neighboring walls plate unit respectively in the left and right sides of described wall board.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320464297.8U CN203412143U (en) | 2013-07-31 | 2013-07-31 | Wall body structure of integrally poured building house |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320464297.8U CN203412143U (en) | 2013-07-31 | 2013-07-31 | Wall body structure of integrally poured building house |
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| CN203412143U true CN203412143U (en) | 2014-01-29 |
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| CN201320464297.8U Expired - Fee Related CN203412143U (en) | 2013-07-31 | 2013-07-31 | Wall body structure of integrally poured building house |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594527A (en) * | 2015-01-26 | 2015-05-06 | 济南轨道交通集团有限公司 | Assembling type heat preservation shear wall structure system and construction process |
| CN106193544A (en) * | 2016-08-31 | 2016-12-07 | 南方雄狮创建集团股份有限公司 | A kind of auxiliary device controlling stone panel gap |
| CN110017018A (en) * | 2019-04-16 | 2019-07-16 | 北京颐和工程监理有限责任公司 | A kind of architectural engineering wall construction template |
-
2013
- 2013-07-31 CN CN201320464297.8U patent/CN203412143U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594527A (en) * | 2015-01-26 | 2015-05-06 | 济南轨道交通集团有限公司 | Assembling type heat preservation shear wall structure system and construction process |
| CN106193544A (en) * | 2016-08-31 | 2016-12-07 | 南方雄狮创建集团股份有限公司 | A kind of auxiliary device controlling stone panel gap |
| CN110017018A (en) * | 2019-04-16 | 2019-07-16 | 北京颐和工程监理有限责任公司 | A kind of architectural engineering wall construction template |
| CN110017018B (en) * | 2019-04-16 | 2021-09-10 | 北京颐和工程监理有限责任公司 | Template is used in building engineering wall construction |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140129 Termination date: 20150731 |
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| EXPY | Termination of patent right or utility model |