CN110424814A - A kind of prefabricated enclosure wall - Google Patents
A kind of prefabricated enclosure wall Download PDFInfo
- Publication number
- CN110424814A CN110424814A CN201910726086.9A CN201910726086A CN110424814A CN 110424814 A CN110424814 A CN 110424814A CN 201910726086 A CN201910726086 A CN 201910726086A CN 110424814 A CN110424814 A CN 110424814A
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- China
- Prior art keywords
- column
- ground beam
- fence
- anchor bar
- enclosure wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 9
- 238000009415 formwork Methods 0.000 claims abstract description 5
- 229910000831 Steel Inorganic materials 0.000 claims description 5
- 239000010959 steel Substances 0.000 claims description 5
- 230000009471 action Effects 0.000 claims description 4
- 229910001018 Cast iron Inorganic materials 0.000 claims description 3
- 229910045601 alloy Inorganic materials 0.000 claims description 3
- 239000000956 alloy Substances 0.000 claims description 3
- 238000005507 spraying Methods 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims 1
- 238000000576 coating method Methods 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 6
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 238000010276 construction Methods 0.000 description 8
- 230000009286 beneficial effect Effects 0.000 description 7
- 238000011065 in-situ storage Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 230000002787 reinforcement Effects 0.000 description 4
- 206010058109 Hangnail Diseases 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 229910001335 Galvanized steel Inorganic materials 0.000 description 2
- 238000004873 anchoring Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000008397 galvanized steel Substances 0.000 description 2
- 210000003205 muscle Anatomy 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 239000012615 aggregate Substances 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000010485 coping Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 229910003460 diamond Inorganic materials 0.000 description 1
- 239000010432 diamond Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 208000020442 loss of weight Diseases 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H17/00—Fencing, e.g. fences, enclosures, corrals
- E04H17/14—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts
- E04H17/20—Posts therefor
- E04H17/22—Anchoring means therefor, e.g. specially-shaped parts entering the ground; Struts or the like
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Fencing (AREA)
Abstract
The present invention relates to a kind of prefabricated enclosure walls, including basis, ground beam, column and fence；The basis is in subsurface, and the concrete structure of formwork supporting plate after-pouring is bound for reinforcing bar；The ground beam be equipped with it is multiple, multiple ground beams be arranged in it is described on the basis of；The both ends of each ground beam are embedded with the first anchor bar for reaching outside respectively, correspond on the basis of described and are equipped with the second anchor bar upwards at the position of first anchor bar；The column is equipped with multiple, is vertically arranged in the end of the ground beam, and first anchor bar and second anchor bar extend into the inside of the column to which the basis, the ground beam and the column to be connected as one；The fence is fixed between the two neighboring column.The prefabricated enclosure wall improves the applicability in complex environment, reduces the production cost of Assembled enclosing wall, guarantees Assembled enclosing wall going on smoothly in links such as production, lifting, transport, installations.
Description
Technical field
The present invention relates to building engineering fields, and in particular to a kind of prefabricated enclosure wall.
Background technique
It is well known that traditional enclosure wall uses vitrified bond brick masonry, not environmentally, expensive, speed of application is slow；And show
Pouring concrete enclosure wall uses cast in situs, and construction is complicated, long in time limit, high labor cost, and overall cost is high.With national assembled
The continuous propulsion of building, more and more engineering projects have used assembled architecture technology, have also achieved good effect.And city
The existing some Assembled enclosing walls in face are not suitable for having the field construction of tilt angle to install, and Assembled enclosing wall is with limited.
On September 9th, 2015, the application of Zhongtai International High-Tech Co., Ltd. disclosed in Patent Office, State Intellectual Property Office
Assembled Assembled surrounding wall (application number 201510219902.9), a kind of assembled Assembled surrounding wall of the disclosure of the invention, including it is mutual
Multiple fence units of splicing；Fence unit includes two pedestals, two pedestals, two columns, two column caps, a upper cross
Beam, a lower beam, two groups of column pieces；The assembled Assembled surrounding wall that the invention proposes is assembled, construction efficiency using assembled method
The high and service life is long.But the Assembled enclosing wall of the invention is only applicable to broad and smooth place, in environment complexity, column, the cross of the invention
Beam, pedestal connection are unreliable.
On January 28th, 2015, the fully-prefabricated assembled enclosure wall (application of Zhang Yuheng disclosed in Patent Office, State Intellectual Property Office
Number 201410571973.0), the fully-prefabricated assembled enclosure wall of the disclosure of the invention, including transmission enclosure wall and two kinds of plate body enclosure wall；Thoroughly
Empty enclosure wall includes foundation pile, support steel loop, column core, supporting plate, fluting building block, curtain wall penel, cylinder building block, fence and bolumn cap building block；
Plate body enclosure wall includes foundation pile, steel loop type bracket, column core, supporting plate, fluting building block, curtain wall penel, bolumn cap building block and coping；The hair
Bright to realize whole element factoryizatioies prefabricated, and assembled in situ is completed.But the invention component component is more, causes assembled in situ complicated,
Complicated construction technique when prefabricated foundation pile is connect with basis.
Summary of the invention
In conclusion in order to overcome the deficiencies of the prior art, technical problem to be solved by the invention is to provide a kind of assembly
The prefabricated enclosure wall of formula.
The technical scheme to solve the above technical problems is that a kind of prefabricated enclosure wall, including basis,
Beam, column and fence；The basis is in subsurface, and the concrete structure of formwork supporting plate after-pouring is bound for reinforcing bar；Describedly
Beam be equipped with it is multiple, what multiple ground beams were sequentially connected end to end be arranged in it is described on the basis of；The both ends of each ground beam point
It is not embedded with the first anchor bar for reaching outside, is corresponded on the basis of described upward at the position of first anchor bar
Equipped with the second anchor bar；The column is equipped with multiple, is vertically arranged in the end of the ground beam, and two neighboring described
First anchor bar of ground beam and corresponding second anchor bar extend into the inside of the column thus will be described
Basic, the described ground beam and the column are connected as one；The fence is fixed between the two neighboring column.
The beneficial effects of the present invention are: improving Assembled enclosing wall in the applicability of complex environment, Assembled enclosing wall is reduced
Production cost guarantees Assembled enclosing wall going on smoothly in links such as production, lifting, transport, installations.
Based on the above technical solution, the present invention can also be improved as follows:
Further, the column is that armored concrete passes through the prefabricated profiled hollow structure of mold, the first anchoring steel
Muscle and second anchor bar pour into from the opening of the upper end of the column mixed again after extending into the hollow structure of the column
Solidifying soil, so under the action of first anchor bar and second anchor bar by the basis, the ground beam and
The column is connected as one.
Beneficial effect using above-mentioned further scheme is: being realized by casting concrete by basis, ground beam and column
It is connected as one.
Further, the bottom of the column two lateral walls is all provided with jagged, two notches on the same column point
It is not stuck on two neighboring ground beam end close to each other.
Beneficial effect using above-mentioned further scheme is: so that the connection of column and ground beam is relatively reliable.
Further, the inner wall of the column is the pyramidal structure of inwards middle position protrusion.
Beneficial effect using above-mentioned further scheme is: pyramidal structure makes column inner wall form inclined-plane up and down, oblique
It is gradually reduced when mold releasability with the frictional force of concrete under the action of face, reduces demoulding time.
Further, the column connects is embedded with two fence embedded parts, the fence and institute up and down in the side of the fence
Fence embedded part is stated to be fixedly connected.
Beneficial effect using above-mentioned further scheme is: realizing the connection of column and fence.
It further, further include ornament lamp, the ornament lamp is mounted on the top of the column.
Further, the top of the column is equipped with bolumn cap, and the ornament lamp is mounted on the bolumn cap.
Further, the ground beam be equipped with for be lifted into it is described on the basis of hang nail, and described hang is followed closely in institute
It states and is connect after being lifted on ground beam on the basic corresponding position with fence bottom corresponding position.
Beneficial effect using above-mentioned further scheme is: on the one hand meeting the needs of ground beam lifting, on the other hand realizes
The connection of ground beam and fence.
Further, the pvc pipe as cable passage is embedded in the ground beam.
Beneficial effect using above-mentioned further scheme is: convenient for the laying of cable.
Further, the fence is hot galvanized steel pipe plastic-spraying fence or stainless steel fence or alloy cast iron fence.
Detailed description of the invention
Fig. 1 is overall structure diagram of the invention；
Fig. 2 is the main view of column；
Fig. 3 is the side view of column；
Fig. 4 is the A-A cross-sectional view of Fig. 3；
Fig. 5 is the schematic front view of ground beam；
Fig. 6 is the schematic side view of ground beam.
In attached drawing, parts list represented by the reference numerals are as follows:
1, basic, 2, ground beam, 3, column, 4, fence, the 5, first anchor bar, the 6, second anchor bar, 7, notch, 8, grid
Column embedded part, 9, ornament lamp, 10, bolumn cap, 11, hang nail, 12, pvc pipe.
Specific embodiment
The principle and features of the present invention will be described below with reference to the accompanying drawings, and the given examples are served only to explain the present invention, and
It is non-to be used to limit the scope of the invention.
As shown in Figure 1, a kind of prefabricated enclosure wall, including basis 1, ground beam 2, column 3 and fence 4.At described basic 1
In subsurface, the concrete structure of formwork supporting plate after-pouring is bound for reinforcing bar.Basis 1 uses live reinforcing bar binding, formwork supporting plate, mixes
Solidifying soil pours, concrete vibrating mode is constructed, and guarantees the stability on enclosure wall basis 4.The ground beam 2 be equipped with it is multiple, multiple ground beams 2 according to
Secondary head and the tail connection is arranged on described basic 1.The both ends of each ground beam 2 are embedded with respectively reaches the first of outside
Anchor bar 5 corresponds on described basic 1 and is equipped with the second anchor bar 6 at the position of first anchor bar 5 upwards.Institute
State column 3 be equipped with it is multiple, be vertically arranged in the end of the ground beam 2, and first anchor of the two neighboring ground beam 2
Gu reinforcing bar 5 and corresponding second anchor bar 6 extend into the inside of the column 3 thus by described basic 1, the ground beam
2 and the column 3 be connected as one.Ground beam 2, column 3 can be all types of face shapings, such as rectangle, diamond shape, circle, three
Angular, polygon etc..The fence 4 is fixed between the two neighboring column 3, uses customed product, preferred: described
Fence 4 is hot galvanized steel pipe plastic-spraying fence or stainless steel fence or alloy cast iron fence.The prefabricated enclosure wall also wraps
Ornament lamp 9 is included, the ornament lamp 9 can be selected according to demand, be mounted on the top of the column 3, specific as follows: described
The top of column 3 is equipped with bolumn cap 10, and the ornament lamp 9 is mounted on the bolumn cap 10.Bolumn cap 10 is prefabricated using armored concrete
Molding, concrete strength preferably use C30 concrete, not lower than C25 concrete, and 10 arrangement of reinforcement of bolumn cap is designed according to structure and determined.
As in Figure 2-4, the column 3 is armored concrete by the prefabricated profiled hollow structure of mold, described first
Anchor bar 5 and second anchor bar 6 extend into the hollow structure of the column 3 after again from 3 upper end of column
Opening pours into concrete, so under the action of first anchor bar 5 and the second anchor bar 6 by described basic 1,
The ground beam 2 and the column 3 are connected as one.The bottom of 3 two lateral walls of column is all provided with jagged 7, same
Two notches 7 on the column 3 are stuck on the two neighboring ground beam 2 end close to each other.The inner wall of the column 3
For the pyramidal structure of inwards middle position protrusion, the pyramidal structure be convenient for when pre-formed the installation of mold and
Form the demoulding of rear mold.The column 3 connects is embedded with two fence embedded parts 8, the fence up and down in the side of the fence 4
4 are fixedly connected with the fence embedded part 8.3 concrete strength of column preferably uses C30 concrete, not lower than C25 concrete；Arrangement of reinforcement is construction
Arrangement of reinforcement can use diameter for the three-level reinforcing bar of 6mm or 8mm, four sides of column 3, can produce according to demand it is various not
Same modelling pattern.
As it can be seen in figures 5 and 6, the ground beam 2, which is equipped with, hangs nail for being lifted on basic 1 corresponding position
11, and described hang after nail 11 is lifted on described basic 1 on the ground beam 2 connect with the 4 bottom corresponding position of fence.
The pvc pipe 12 as cable passage is embedded in the ground beam 2.Ground beam 2 is pre-formed using armored concrete, concrete strength
Preferably use C30 concrete, not lower than C25 concrete.The three-level that diameter is 10mm or 12mm can be used in first anchor bar 5 and upper reinforcement
The length of reinforcing bar, 2 other reinforcing bars of ground beam is determined according to design.The pre-buried lifting device of ground beam 2 uses and hangs nail 11, after the completion of lifting
Hang the fixed connection point that nail 11 can be used as fence 4, the 4 pre-buried pvc pipe 12 in inside of ground beam is used as cable passage, can also loss of weight embedded part,
The size that ground beam 2 is stretched out outside first anchor bar 5 meets anchoring and requires.
Component is stacked, is transported: after the completion of element precast, being placed on stockyard stacking, component should be placed on chock, and equal strength reaches
The assembly installation of enclosure wall can be carried out after design strength.
The assembly of component: first is that scene measures unwrapping wire, determine that 3 positions first of center line, column of enclosure wall anchor steel
Whether the positioning of muscle 5 and the second anchor bar 6 is correct；Second is that lifting ground beam 2 is protected with the installation effect of tape measure ground beam 2
It demonstrate,proves installation error and is less than 3mm；Third is that ground beam 2 can first be routed entire enclosure wall after being installed, it is ensured that cable is powered；Fourth is that peace
Column 3 is filled, the dropping place control errors of column 3 are within 3mm, after column 3 is installed, block column 3 and ground beam 2 using mortar
Junction；Fifth is that squeezing into a certain amount of mortar from 3 upper end column cap of column, it is linked together basis 1, column 2, ground beam 3, installed
After good ground beam 2 and column 3, fence 4 is installed, fence 4 is fixed on ground beam 3, and the lifting point of ground beam 3 is used to hang nail 11 as ground
The connection of the tie point of beam 2 and fence 4, fence 4 and column 3 is attached fixation using fence embedded part 8 pre-buried in column 3；
Bolumn cap 10 and ornament lamp 9 are finally installed.In whole installation process, sealed between each prefabricated components with connection gap with mortar
It is stifled, while the construction error of the absolute altitude of strict control enclosure wall, verticality.
The prefabricated enclosure wall completed using the above method, is had the advantage that
1, structure stress is steady: the characteristic for making full use of the first anchor bar 5 and the second anchor bar 6 to anchor, make basis 1,
Ground beam 2 and column 3 are linked together, and make entire enclosure wall stability under loading, firm durable.
2, speed of application is fast: having unique structure using fully-prefabricated assembled enclosure wall, so that site operation speed is fast, work
Phase is short, can save for 50% or more duration compared with the construction period of traditional enclosure wall.
3, labor intensity is low: batch production Prefabrication, assembled in situ rapid construction are used, do mechanization operation degree is high,
Labor intensity is low, high production efficiency.
4, applied widely: product can be designed customization according to customer demand, produce different shaping pattern, band logo
The enclosure wall of mark can also produce different type by admixing cement, miberal powder, aggregate, additive and the admixture of different proportion
Concrete component, produce varying strength and durability degree enclosure wall.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of prefabricated enclosure wall, which is characterized in that including basic (1), ground beam (2), column (3) and fence (4)；It is described
Basic (1) is in subsurface, and the concrete structure of formwork supporting plate after-pouring is bound for reinforcing bar；The ground beam (2) be equipped with it is multiple, it is more
A ground beam (2) is successively end to end to be arranged on basic (1)；The both ends difference of each ground beam (2) is pre-
It is embedded with the first anchor bar (5) for reaching outside, the position of first anchor bar (5) is corresponded on basic (1)
Place is equipped with the second anchor bar (6) upwards；The column (3) be equipped with it is multiple, be vertically arranged in the end of the ground beam (2),
And first anchor bar (5) of the two neighboring ground beam (2) and corresponding second anchor bar (6) extend into
The inside of the column (3) is to which basic (1), the ground beam (2) and the column (3) to be connected as one；It is described
Fence (4) is fixed between the two neighboring column (3).
2. prefabricated enclosure wall according to claim 1, which is characterized in that the column (3) is logical for armored concrete
The prefabricated profiled hollow structure of mold is crossed, first anchor bar (5) and second anchor bar (6) extend into described vertical
Concrete is poured into from the opening of the column (3) upper end again after in the hollow structure of column (3), and then in first anchor bar
(5) and under the action of second anchor bar (6) basic (1), the ground beam (2) and the column (3) are connected
It is integrated.
3. prefabricated enclosure wall according to claim 2, which is characterized in that the bottom of column (3) two lateral walls
Portion is all provided with jagged (7), and it is mutual that two notches (7) on the same column (3) are stuck in the two neighboring ground beam (2)
On close end.
4. prefabricated enclosure wall according to claim 2, which is characterized in that the inner wall of the column (3) is inwards
The pyramidal structure of middle position protrusion.
5. prefabricated enclosure wall according to claim 1, which is characterized in that the column (3) connects the fence (4)
Side in up and down be embedded with two fence embedded parts (8), the fence (4) is fixedly connected with the fence embedded part (8).
6. prefabricated enclosure wall according to claim 1, which is characterized in that further include ornament lamp (9), the ornament lamp
(9) it is mounted on the top of the column (3).
7. prefabricated enclosure wall according to claim 6, which is characterized in that the top of the column (3) is equipped with bolumn cap
(10), the ornament lamp (9) is mounted on the bolumn cap (10).
8. prefabricated enclosure wall according to claim 1, which is characterized in that the ground beam (2) be equipped with for by its
It is lifted on described basic (1) corresponding position and hangs nail (11), and the nail (11) that hangs is lifted into institute on the ground beam (2)
It is connect after stating on basic (1) with the fence (4) bottom corresponding position.
9. prefabricated enclosure wall according to claim 1, which is characterized in that be embedded in the ground beam (2) as line
The pvc pipe (12) in cable channel.
10. prefabricated enclosure wall according to any one of claims 1 to 9, which is characterized in that the fence (4) is heat
Coating steel pipe plastic-spraying fence or stainless steel fence or alloy cast iron fence.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910726086.9A CN110424814A (en) | 2019-08-07 | 2019-08-07 | A kind of prefabricated enclosure wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910726086.9A CN110424814A (en) | 2019-08-07 | 2019-08-07 | A kind of prefabricated enclosure wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110424814A true CN110424814A (en) | 2019-11-08 |
Family
ID=68414616
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910726086.9A Pending CN110424814A (en) | 2019-08-07 | 2019-08-07 | A kind of prefabricated enclosure wall |
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| Country | Link |
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| CN (1) | CN110424814A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111593941A (en) * | 2020-05-14 | 2020-08-28 | 中国水利水电第八工程局有限公司 | Prefabricated quickly-assembled enclosing wall structure and construction method thereof |
| CN112376401A (en) * | 2020-11-09 | 2021-02-19 | 中国建筑第七工程局有限公司 | Prefabricated pavement ground beam structure of bridge |
| CN114837491A (en) * | 2022-05-20 | 2022-08-02 | 山西建投远大建筑工业股份有限公司 | Prefabricated enclosure of assembled |
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