CN209369695U - Imitative crossdrift column - Google Patents
Imitative crossdrift column Download PDFInfo
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- CN209369695U CN209369695U CN201821652079.6U CN201821652079U CN209369695U CN 209369695 U CN209369695 U CN 209369695U CN 201821652079 U CN201821652079 U CN 201821652079U CN 209369695 U CN209369695 U CN 209369695U
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- imitative
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- card slot
- crossdrift
- support tube
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Abstract
The utility model relates to Technology of Landscape Design fields, for the lower problem of consolidation service efficiency, provide a kind of imitative crossdrift column, the technical solution is as follows: including the supporting element and several imitative Shi Danyuan being vertically arranged, imitative stone unit is equipped with columned plug-in unit, several jacks for plug-in unit insertion are provided on the side wall of supporting element, plug-in unit and socket gap cooperate, the hole wall recess of jack has card slot, plug-in unit, which is equipped with, to be caught in card slot and along the fastener of card slot sliding, card slot is provided with the socket being in communication with the outside on the side wall far from supporting element axis, when imitative stone unit is in design installation condition, fastener is staggered with socket, when fastener is stuck in card slot, there are there are gaps between gap and adjacent imitative stone unit between imitative stone unit and supporting element.Concrete is injected by the gap location at the top of supporting element between imitative stone unit, assembly is completed after concrete setting, so that the assembling work efficiency of imitative crossdrift column is higher.
Description
Technical field
The utility model relates to Technology of Landscape Design fields, more particularly, to a kind of imitative crossdrift column.
Background technique
Its is powerful, beautiful etc. for imitative crossdrift major gene, deep to be liked by landscape design person, often appears in landscape design.
For the fidelity for improving imitative crossdrift column appearance, usually imitative crossdrift column is using several imitative stone units by piling up and being aided with
The method of concrete connection is constructed.
But since imitative crossdrift pillar height degree is higher, the perimeter of shaft in the horizontal direction is larger, so that piling up shape by stone
When at imitative crossdrift column, required stone is more, and time-consuming needed for stone smears concrete one by one is larger, and the assembled of imitative crossdrift column is caused to be made
Industry efficiency is lower.
Utility model content
In view of the deficienciess of the prior art, there is operation the purpose of this utility model is to provide a kind of imitative crossdrift column
High-efficient advantage.
To achieve the above object, the utility model provides following technical solution:
A kind of imitative crossdrift column, including the supporting element and several imitative Shi Danyuan being vertically arranged, the imitative stone unit is equipped with
Columned plug-in unit, several jacks for plug-in unit insertion are provided on the side wall of the supporting element, and the plug-in unit is matched with socket gap
It closes, the hole wall recess of the jack has card slot, and the plug-in unit, which is equipped with, to be caught in card slot and along the fastener of card slot sliding, the card
Slot is provided with the socket being in communication with the outside on the side wall far from supporting element axis, when the imitative stone unit is in design installation condition,
The fastener is staggered with socket, and when the fastener is stuck in card slot, there are gap and phases between the imitative stone unit and supporting element
There are gaps between the imitative stone unit of neighbour.
By using above-mentioned technical proposal, jack is inserted by plug-in unit to limit imitative stone unit and supporting element along plug-in unit radial direction
Relative motion occurs, card slot is caught in by fastener to limit imitative stone unit and supporting element along plug-in unit axial direction relative motion, is made
Stone unit must be imitated tentatively to be mounted on supporting element, when being caught in card slot due to fastener, between adjacent imitative stone unit there are gap and
There are gaps between imitative stone unit and support tube, to inject coagulation by the gap location at the top of supporting element between imitative stone unit
Soil, that is, the gap between the gap that may make concrete to be distributed between imitative stone unit and supporting element and adjacent imitative stone unit,
Adjacent imitative stone unit can be fixedly connected after concrete setting and be fixedly connected with imitative stone unit with supporting element, so that imitative
Without smearing concrete on the surface of imitative stone unit one by one when crossdrift column assembles so that the assembling work efficiency of imitative crossdrift column compared with
It is high.
The utility model is further arranged to: the supporting element is support tube, and the support tube is top closed.
By using above-mentioned technical proposal, it is support tube by supporting element, reduces consumptive material, energy conservation and environmental protection, and pass through support
Top closed, rainwater inflow at the top of support tube when preventing from raining is managed, rainwater is reduced and enters support tube, and then reduction support tube
The load of tube wall guarantees the stability of support tube.
The utility model is further arranged to: the support pipe outer wall fovea superior, which is fallen into, has several levels along support tube are circumferential to prolong
The link slot that simultaneously head and the tail connect is stretched, also recess has the lead-over groove for being connected to all link slots, the transition in the support pipe outer wall
Slot one end extends at the top of support tube and is connected to support tube upper space to form grouting port.
By using above-mentioned technical proposal, increase the connection area of support tube and concrete by link slot, so that passing through
Concrete connect support tube and imitative stone unit connective stability it is higher, while pass through link slot water conservancy diversion so that concrete faster,
It is better distributed and is supported in pipe outer wall in entire, and concrete is more uniformly spread, supported so that passing through concrete and connecting
The connective stability of Guan Yufang stone unit is more preferably.
The utility model is further arranged to: reinforcement frame is equipped in the support tube.
By using above-mentioned technical proposal, the structural stability of support tube is improved by reinforcement frame reinforcing support pipe,
And then improve the structural stability of imitative crossdrift column.
The utility model is further arranged to: the support inside pipe wall is fixedly connected with several to be inserted correspondingly with jack
Pipe, the intubation interior diameter are consistent with jack diameter.
By using above-mentioned technical proposal, increase the connection area of plug-in unit and support tube by intubation, so that plug-in unit plays
The preferable effect for enhancing connective stability between imitative stone unit and support tube supports imitative Shi Danyuan by plug-in unit and intubation cooperation,
So that the gravity of imitative stone unit is preferably conducted into support tube to guarantee that support tube plays the effect that it supports imitative stone unit, protect
Demonstrate,prove the stability of imitative crossdrift column.
The utility model is further arranged to: the card slot inner surface and fastener outer surface are frosting.
By using above-mentioned technical proposal, by setting frosting to increase coefficient of friction, so that between card slot and fastener
Frictional force increase, and then preferably limit fastener and voluntarily slided in card slot, and then limit imitative stone unit and be inserted on support tube
Automatic movable later, when guaranteeing to be poured concrete, imitative stone unit preferably keeps apparent condition required by design drawing, protects
Demonstrate,prove the presentation quality of imitative crossdrift column.
The utility model is further arranged to: the card slot two sidewalls are abutted with fastener.
By using above-mentioned technical proposal, abutted by card slot two sidewalls with fastener with preferably increase card slot and fastener it
Between frictional force so that limitation fastener sliding better effect.
The utility model is further arranged to: the imitative stone unit is wrapped with GRP layers.
By using above-mentioned technical proposal, by wrapping up GRP layers outside imitative stone unit, so that the appearance of imitative stone unit is easy to
The outer surface of imitative stone unit, is carved out stone material lines true to nature by engraving, so that the fidelity of imitative crossdrift column is higher.
In conclusion the utility model has the following beneficial effects:
1. injecting concrete by the gap location at the top of supporting element between imitative stone unit, after concrete setting i.e.
Adjacent imitative stone unit can be fixedly connected and be fixedly connected with imitative stone unit with supporting element, so that being not necessarily to when imitative crossdrift column assembly
Concrete is smeared on the surface of imitative stone unit one by one, so that the assembling work efficiency of imitative crossdrift column is higher；
2. being support tube by supporting element, consumptive material, energy conservation and environmental protection are reduced；
3. improving the structural stability of support tube by reinforcement frame reinforcing support pipe, and then improve imitative crossdrift column
Structural stability.
Detailed description of the invention
Fig. 1 is the overall structure diagram that crossdrift column is imitated in the utility model；
Fig. 2 is in the utility model for illustrating the schematic diagram of supporting element internal structure；
Fig. 3 is the enlarged diagram in the portion A in Fig. 2.
In figure: 1, supporting element；11, support tube；12, jack；121, card slot；122, socket；13, it is intubated；14, link slot；
15, lead-over groove；2, Shi Danyuan is imitated；21, plug-in unit；211, fastener；3, reinforcement frame.
Specific embodiment
With reference to the accompanying drawings and embodiments, the utility model is described in further detail.
A kind of imitative crossdrift column, referring to Fig.1 and Fig. 2 is imitated including the supporting element 1 and several imitative stone units 2 being vertically arranged
Stone unit 2 is equipped with plug-in unit 21, and several jacks 12 being inserted into for plug-in unit 21 are provided on the side wall of supporting element 1.
Referring to Fig. 2 and Fig. 3, supporting element 1 is the support tube 11 being arranged along the vertical direction, and the horizontal cross-section of support tube 11 is in
Square, support tube 11 are closed at both ends.
Jack 12 runs through the tube wall of support tube 11 in the horizontal direction, and recess has card slot 121, card slot on the hole wall of jack 12
The 121 circumferencial direction extension and head and the tail along jack 12 is connected to, and card slot 121 is provided with socket 122 far from the side wall inside support tube 11,
Card slot 121 is in communication with the outside by socket 122.
Reinforcement frame 3 is fixedly connected in support tube 11.
Be fixedly connected on 11 inner wall of support tube it is several intubation 13, intubation 13 with jack 12 correspond, be intubated 13 it is interior
Diameter is consistent with the diameter of jack 12.
Recess has several link slots 14 on the outer wall of support tube 11, and link slot 14 circumferentially extends simultaneously along the horizontal of support tube 11
Head and the tail are connected to.
Recess has lead-over groove 15 on the outer wall of support tube 11, and lead-over groove 15 extends along the vertical direction and is connected to all link slots
14,15 one end of lead-over groove, which is extended to, to be connected to 11 headspace of support tube to form grouting port.
Imitative stone unit 2 is made of plastics, and imitative stone unit 2 is wrapped with GRP layers.
Imitative stone unit 2 can be designed to various sizes, shape according to design requirement, imitate the quantity of stone unit 2 and insert
12 quantity of hole is consistent.
Plug-in unit 21 is cylindrical, and plug-in unit 21 is fixedly connected on imitative stone unit 2 towards on the surface of support tube 11, each imitates stone
Unit 2 is respectively and fixedly provided with a plug-in unit 21, and plug-in unit 21 and jack 12 correspond, when plug-in unit 21 is inserted into jack 12, plug-in unit 21 with
12 clearance fit of jack.
Fastener 211 is fixedly connected on plug-in unit 21, fastener 211 is in fan ring type, shape and the socket 122 of fastener 211
Shape is consistent, and fastener 211 is inserted by socket 122 to enter in card slot 121, and imitative stone unit 2 is in the installation shape of design requirement
When state, fastener 211 and socket 122 are staggered to be connected in card slot 121.
121 inner surface of card slot is frosting, and 211 outer surface of fastener is frosting, when fastener 211 is located in card slot 121, card
The two side walls of slot 121 are abutted with fastener 211.
Plug-in unit 21 is inserted into jack 12 and fastener 211 is when being located in card slot 121, there are gap between adjacent imitative stone unit 2,
And there are gaps between imitative stone unit 2 and support tube 11.
The disclosure and principle of the present embodiment are as follows:
When installation, first support tube 11 is vertically placed on ground, can be connect support tube 11 with ground by concrete,
Or only support tube 11 is abutted with ground as needed.
Then imitative stone unit 2 is mounted on support tube 11 according to design drawing.
When installation, plug-in unit 21 is inserted into jack 12, at this point, by fastener 211 and 122 face of socket so that fastener 211 into
Enter in card slot 121, then rotate the installation condition of imitative stone unit 2 to design requirement, so that fastener 211 is staggered with socket 122, leads to
It crosses fastener 211 to be separated from each other with imitative axial direction of the stone unit 2 with support tube 11 along plug-in unit 21 of the cooperation limitation of card slot 121, passes through plug-in unit
21 cooperate with jack 12 to limit imitative stone unit 2 and support tube 11 along plug-in unit 21 is radial and relative motion occurs, by fastener 211 outside
The frictional force of 121 side wall of surface and card slot limits imitative stone unit 2 around 21 axial-rotation of plug-in unit, so that imitative stone unit 2 is tentatively solid
Due on support tube 11.
Then concrete slurry is injected from grouting port, so that concrete enters lead-over groove 15, subsequently into link slot 14,
Subsequently into the gap between imitative stone unit 2 and support tube 11, then enter in jack 12 and card slot 121 from socket 122,
It is finally oozed out from the gap between adjacent imitative stone unit 2, i.e., close to full of concrete slurry between imitative stone unit 2 and support tube 11
State, wait it is concrete curing after installation exercise can be completed, without one by one imitate stone unit 2 smear concrete it is adjacent to connect
Imitative stone unit 2, so that installation exercise step is reduced, it is easy to operate, improve the efficiency of installation exercise.
It, can also be by the gap between the adjacent imitative stone unit 2 of form for seal, so that casting coagulation when injecting concrete slurry
The better effect of soil.
After concrete curing, by the concrete entered in card slot 121 fastener 211 can not be slided along card slot 121, into
And imitative stone unit 2 can not be rotated, improve the stability of imitative stone unit 2.
Frosting is set by 121 inner surface of card slot and 211 outer surface of fastener, so that rotating imitative stone unit 2 to design
It is required that installation condition after, since frosting increases the coefficient of friction of card slot 121 Yu fastener 211, so that imitative stone unit 2 is in nothing
It is difficult under external force around 21 axial-rotation of plug-in unit, so that imitative stone unit 2 is in relatively stable state when preliminary fixed, into
And after guaranteeing final concrete setting, imitative crossdrift column appearance meets design requirement.
Top closed by support tube 11, rainwater, which enters, when reducing rainy causes to increase support tube 11 inside support tube 11
The case where load of tube wall, improves the structural stability of support tube 11, so that the structural stability of imitative crossdrift column is higher.
By the way that reinforcement frame 3 is arranged in support tube 11, so that the structural strength of support tube 11 is higher while reducing branch
1 consumptive material of support member, energy conservation and environmental protection.
Increase the connection area of support tube 11 tube wall and concrete by link slot 14, so that connecting by concrete
The connective stability of imitative stone unit 2 and support tube 11 more preferably, increases the structural stability of imitative crossdrift column.
All link slots 14 are connected to by lead-over groove 15 so that concrete can be oriented to by lead-over groove 15 with better
It is arranged into link slot 14, and through link slot 14 along the horizontal circumferentially extending of support tube 11 to utilize the guiding of link slot 14 mixed
Solidifying soil, so that concrete is better distributed uniformly in the gap between imitative stone unit 2 and support tube 11, so that by mixed
Solidifying soil connects imitative stone unit 2 and the attachment force of support tube 11 is evenly distributed, and improves the structural stability of imitative crossdrift column.
It is fixedly connected by intubation 13 with support tube 11, and then increases the connection area of plug-in unit 21 Yu support tube 11, with
So that the stability for passing through the imitative stone unit 2 of the support of plug-in unit 21 is more preferably, while after the concrete has set, pass through plug-in unit 21 and jack
12, the cooperation of jack 12 imitates stone unit 2 with reinforcement and the effect of 11 junction of support tube is preferable, so that the stable structure of imitative crossdrift column
Property is higher.
By wrapping up GRP layers outside imitative stone unit 2, so that imitative 2 outer surface of stone unit is easy to carve, so that imitative Shi Danyuan
2 appearances carve out stone material lines, so that the fidelity of imitative stone unit 2 significantly improves, and then improve the fidelity of imitative crossdrift column.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (8)
1. a kind of imitative crossdrift column, it is characterized in that: include the supporting element (1) and several imitative Shi Danyuan (2) being vertically arranged, it is described imitative
Stone unit (2) is equipped with columned plug-in unit (21), is provided on the side wall of the supporting element (1) several for plug-in unit (21) insertion
The hole wall recess of jack (12), the plug-in unit (21) and jack (12) clearance fit, the jack (12) has card slot (121), institute
Plug-in unit (21) are stated equipped with being caught in card slot (121) and along the fastener (211) of card slot (121) sliding, the card slot (121) is separate
The socket (122) being in communication with the outside is provided on the side wall of supporting element (1) axis, the imitative Shi Danyuan (2) is in design installation shape
When state, the fastener (211) is staggered with socket (122), when the fastener (211) is stuck in card slot (121), the imitative Shi Danyuan
(2) there are there are gaps between gap and adjacent imitative Shi Danyuan (2) between supporting element (1).
2. imitative crossdrift column according to claim 1, it is characterized in that: the supporting element (1) is support tube (11), the support
It is top closed to manage (11).
3. imitative crossdrift column according to claim 2, it is characterized in that: recess has several edge branch on the support tube (11) outer wall
The horizontal of stay tube (11) circumferentially extends the link slot (14) that simultaneously head and the tail connect, and also recess has connection on support tube (11) outer wall
The lead-over groove (15) of all link slots (14), described lead-over groove (15) one end extends at the top of support tube (11) and and support tube
(11) upper space connection is to form grouting port.
4. imitative crossdrift column according to claim 3, it is characterized in that: being equipped with reinforcement frame (3) in the support tube (11).
5. imitative crossdrift column according to claim 4, it is characterized in that: the support tube (11) inner wall be fixedly connected with it is several with
Intubation (13), intubation (13) interior diameter are consistent with jack (12) diameter correspondingly for jack (12).
6. imitative crossdrift column according to claim 1, it is characterized in that: the card slot (121) inner surface and fastener (211) are outside
Surface is frosting.
7. imitative crossdrift column according to claim 6, it is characterized in that: the card slot (121) two sidewalls are supported with fastener (211)
It connects.
8. imitative crossdrift column according to claim 1, it is characterized in that: the imitative Shi Danyuan (2) is wrapped with GRP layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821652079.6U CN209369695U (en) | 2018-10-10 | 2018-10-10 | Imitative crossdrift column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821652079.6U CN209369695U (en) | 2018-10-10 | 2018-10-10 | Imitative crossdrift column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209369695U true CN209369695U (en) | 2019-09-10 |
Family
ID=67838071
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821652079.6U Active CN209369695U (en) | 2018-10-10 | 2018-10-10 | Imitative crossdrift column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209369695U (en) |
-
2018
- 2018-10-10 CN CN201821652079.6U patent/CN209369695U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 518045 Room 3203, Block A, Xintian Century Business Center, Shixiabei Second Street West Road, Fubao Street, Futian District, Shenzhen City, Guangdong Province Patentee after: Shenzhen Runlin Construction Group Co., Ltd. Address before: 518045 Room 3203, Block A, Xintian Century Business Center, Shixiabei Second Street West Road, Fubao Street, Futian District, Shenzhen City, Guangdong Province Patentee before: Shenzhen Runlin Landscape Design Engineering Co., Ltd. |
|
| CP01 | Change in the name or title of a patent holder |