CN104314362B - Fully-prefabricated assembled enclosure wall - Google Patents
Fully-prefabricated assembled enclosure wall Download PDFInfo
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- CN104314362B CN104314362B CN201410571973.0A CN201410571973A CN104314362B CN 104314362 B CN104314362 B CN 104314362B CN 201410571973 A CN201410571973 A CN 201410571973A CN 104314362 B CN104314362 B CN 104314362B
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- 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
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- 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
- E04H17/16—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames
- E04H17/168—Fences constructed of rigid elements, e.g. with additional wire fillings or with posts using prefabricated panel-like elements, e.g. wired frames using panels fitted in grooves of posts
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- 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
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- 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
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Abstract
The invention discloses fully-prefabricated assembled enclosure wall,<b>should</b>fully-prefabricated assembled enclosure wall has transmission enclosure wall and two kinds of plate body enclosure wall；<b>fully-prefabricated assembled transmission enclosure wall</b>including foundation pile (1), support steel loop (2), post core (3), supporting plate (4), fluting building block (5), curtain wall penel (6), cylinder building block (7), fence (8) and cap building block (9),<b>fully-prefabricated assembled plate body enclosure wall</b>including foundation pile (1), steel loop type bracket (10), post core (3), supporting plate (4), fluting building block (5), curtain wall penel (6), cap building block (9) and coping (11)；Whole element factoryization of the present invention are prefabricated, and on-the-spot quickly assembling, temporary site is few, and working procedure is few, and construction period is short, and apparent mass is good, and anti-seismic performance is strong, environment friendly and pollution-free。
Description
Technical field
The invention belongs to building walling technical field, be specifically related to a kind of fully-prefabricated assembled enclosure wall。
Background technology
It is known that traditional building enclosing wall mostly is the form such as entity enclosure wall, transmission enclosure wall。Entity enclosure wall has placed rockfill, cemented rock, grouts brick body and concrete segment etc.。Transmission enclosure wall then takes masonry to be formed with fence combination。Its construction method mostly is on-the-spot masonry method, on-the-spot line setting, the excavation foundation earthwork will be passed through, build blinding concrete, installation foundation template, colligation reinforcement foundation, pouring base concrete, build (or building) column or body of wall by laying bricks or stones, fence is installed, covers with paint, lacquer, colour wash, etc. exterior wall, all multiple operation such as inspect for acceptance。Its shortcoming is that interim occupation of land is many, working procedure is many, construction period length, apparent mass are poor, generation waste material is many, contaminated environment big, and the body of wall basis on unfavorable foundation easily produces differential settlement, thus causing wall body slit, even topples, its poor seismic behavior。
Beijing Hong Tangchuan generation Science and Technology Ltd. cooperates with Waseda University of Japan and Ye Ze Co., Ltd. of Japan, brings AS assembled architecture system into China。For many years, the said firm successively under Jiangsu Ling Kou, Datong, Fujian the ground such as cloud, Hebei Xingtang, Guangxi Aeschna melanictera built up partial precast Assembled enclosing wall。This partial precast Assembled enclosing wall, the basis of its whole enclosure wall and column are on-the-spot shuttering and build molding, only curtain wall penel and bear down on one part and upright post cap is prefabrication and assembly construction。
BeiJing TaiKeLi High and New Technology Co., Ltd's research and development and the cement based Assembled enclosing wall produced, beared down on one formed by basis (cup-shaped and bar shaped), column (H type and U-shaped), curtain wall penel (width modulus 600mm, 500mm, 300mm), cap, enclosure wall。Curtain wall penel is the high-strength light cement based extrusion moulding curtain wall penel adopting equipment Imported From German EMH Company to produce, the distinguishing features such as this product thoroughly solves the shortcomings such as the intensity of foamed concrete ALC plate is low and regularity is poor, and it has, and body of wall appearance is good, service life length (30-50), maintenance cost low (substantially freedom from repairs), construction period short (saving the duration 50% compared with tradition masonry enclosure wall), anti-seismic performance are strong。This cement based Assembled enclosing wall is at project applications such as Ulan hada-Radix Puerariae mausoleum 66KV transformer station, Changchun Can Hua 66KV transformer station, Western Hills garden, Zhangjiakou 110KV transformer stations。But, the construction of this cement based Assembled enclosing wall remains a need for earth excavation and just can bury cup-shaped or strip footing prefabricated section part underground。
On April 24th, 2013, Patent Office of State Intellectual Property Office discloses the Assembled enclosing wall (application number CN201310037917.4) of Guo Xueming, Li Qingshan application of extensive region, Shenyang million modern architecture industrial park company limited。A kind of Assembled enclosing wall of this disclosure of the invention, is mainly made up of the component of cylinder and wallboard, and cylinder and wall plate member assembled in situ constitute enclosure wall。Component is mould molding in the factory, then transports to job site and assembles, and convenient and quick construction, unlimited by the restriction in season。The Assembled enclosing wall of this invention adopts different compound modes to form the enclosure wall of various fancy。Component, in plant produced, is then transported to job site and is assembled, and Assembling simple and fast shortens construction period。Product waste material is few, precision is high, pattern is many。Producing and be not subject to seasonal restrictions, winter also can produce, and solves winter construction problem。Assemble and have a certain amount of deformability between cylinder and wallboard, this addresses the problem the problem that body of wall produces crack due to temperature。But, this Assembled enclosing wall of this disclosure of the invention, its basis is still for the strip footing of cast-in-place concrete, and therefore, this Assembled enclosing wall falls within partial precast Assembled enclosing wall, neither fabricated enclosure wall prefabricated, complete entirely。
Prestressed concrete pipe pile is widely used in the foundation engineering of modern architecture, particularly with the building built on unstable soil layer or Soft Soil Layer and infrastructure projects, prestressed concrete pipe pile is by being transferred on the stable supporting course of underground by the load of building, thus supporting building, it is ensured that its safety and stablization。
Summary of the invention
It is an object of the invention to: a kind of fully-prefabricated assembled enclosure wall is provided, make full use of the characteristic of prestressed concrete pipe pile, the concrete cast-in-place basis of bar shaped of hand excavation's earthwork of tradition enclosure wall is substituted with the pipe pile foundation of modern mechanical rapid construction, variable cross-section pile tube is adopted to make pile foundation and the column integration of enclosure wall, take simple beam structure curtain wall penel, cylinder by sugarcoated haws on a stick string data, constitute one entirely prefabricated, complete fabricated enclosure wall, its whole element factoryization are prefabricated, on-the-spot quickly assembling, and various shapes, temporary site is few, working procedure is few, construction period is short, apparent mass is good, anti-seismic performance is strong, environment friendly and pollution-free。
The technical solution of the present invention is: this fully-prefabricated assembled enclosure wall
There are transmission enclosure wall and two kinds of plate body enclosure wall；Fully-prefabricated assembled transmission enclosure wall includes foundation pile 1, support steel loop 2, post core 3, supporting plate 4, fluting building block 5, curtain wall penel 6, cylinder building block 7, fence 8 and cap building block 9, foundation pile 1, support steel loop 2 and post core about 3 are connected as a single entity and form variable cross-section pile tube, supporting plate 4, fluting building block 5 and cylinder building block 7 punching are sleeved on post core 3 successively, the two ends of curtain wall penel 6 are inserted in the notch of fluting building block 5 and freely-supported is on supporting plate 4, location, the bottom bar of fence 8 inserts in preformed hole corresponding on curtain wall penel 6, the location bar at the two ends of fence 8 is pressed in the puzzle joint between corresponding two pieces of cylinder building blocks 7, cap building block 9 is installed on the top of post core 3；Fully-prefabricated assembled plate body enclosure wall includes foundation pile 1, steel loop type bracket 10, post core 3, supporting plate 4, fluting building block 5, curtain wall penel 6, cap building block 9 and coping 11, foundation pile 1, steel loop type bracket 10 and post core about 3 are connected as a single entity and form variable cross-section pile tube, supporting plate 4, fluting building block 5 punching are sleeved on post core 3 successively, the two ends of curtain wall penel 6 are inserted in the notch of fluting building block 5 and freely-supported is on supporting plate 4, the curtain wall penel 6 of the corresponding modulus of superposition is high to design wall, coping 11 is installed at the top of curtain wall penel 6, and cap building block 9 is installed on the top of post core 3。
Wherein, the crest level of supporting plate 4 is equal with ground elevation。
Wherein, the fluting building block 5 of the corner of enclosure wall is prefabricated into the special-shaped block with respective angles according to the angle of corner, the fluting building block one side fluting of enclosure wall end。
Wherein, cylinder building block is punching Semi separation building block, adjacent two building block splicing puzzle joints the mode replaced in length and breadth is built by laying bricks or stones。
Wherein, modify with masonry of cement mortar, embedding gap jointing between component。
Wherein, the production process of this fully-prefabricated assembled enclosure wall is as follows:
(1) variable cross-section pile tube: be connected as a single entity formation variable cross-section pile tube by foundation pile 1, support steel loop 2 or steel loop type bracket 10 and post core about 3, pipe diameter size and embedded depth thereof are determined with calculating by designing according to the on-site geology of enclosure wall and the factor such as soil condition, body of wall deadweight, height and appearance moulding are selected by designing according to user's request, arrangement of reinforcement is determined by design according to structure stress, and concrete strength adopts C60 concrete；
(2) supporting plate and fluting building block: supporting plate 4 and fluting building block 5 adopt armored concrete prefabricated, and its arrangement of reinforcement is determined by design according to structure stress, and its concrete strength adopts C25-C30 concrete；
(3) cylinder building block and cap building block: cylinder building block 7 and cap building block 9 adopt aerated light concrete prefabricated, its concrete strength adopts C20-C25 concrete；
(4) curtain wall penel: curtain wall penel 6 adopts light reinforced concrete prefabricated, its arrangement of reinforcement is determined by design according to structure stress, and its concrete strength adopts C25-C30 concrete；
(5) fence: fence 8 adopts customed product, for hot galvanized steel pipe plastic-blasting fence or rustless steel fence or alloy cast iron fence；
(6) packaging and transport: variable cross-section prestressed concrete prefabricated tubular pile installs gum sleeve additional, to balance supporting & stablizings different because of stake footpath when its horizontal superposition is placed, prevent pile body from fractureing, other prefabricated components are without packaging, and the transport of whole prefabricated components both can take land transportation mode can also take water transport mode；
(7) assembled in situ formula construction: first, on-the-spot measurement setting-out, it is determined that the centrage of enclosure wall and stake position；Secondly, adopt piling or sinking apparatus to be squeezed into design altitude by root by variable cross-section prestressed concrete prefabricated tubular pile, and the pilespacing between strictly controlling pile body inclining degree and being adjacent is within construction error；In addition, adopt small crane successively by supporting plate 4 and fluting building block 5, curtain wall penel 6, cylinder building block 7 installation in position piece by piece on the pile tube accomplished fluently, synchronize fence 8 is installed, the each reserved rod member at the two ends of fence is pressed between two corresponding cylinder building blocks 7, every of the bottom of fence reserved rod member is inserted in the preformed hole of curtain wall penel 6；And then, cap building block 9 is arranged on variable cross-section pile tube top；In whole installation process, with masonry of cement mortar between each prefabricated component, and by cement mortar grouting joint seal gap, strictly control the construction error of the elevation of enclosure wall, perpendicularity simultaneously；Finally, adopt cement mortar that building block is carried out jointing modification, until whole enclosure wall engineering construction is complete。
Wherein, fill in above-mentioned C20 concrete, C25 concrete, C30 concrete its cement consumption 10% superfined flyash。
The invention have the advantages that
1, structure stress is steady: the present invention makes full use of the characteristic of prestressed concrete pipe pile, the concrete cast-in-place basis of bar shaped of hand excavation's earthwork of tradition enclosure wall is substituted with the pipe pile foundation of modern mechanical rapid construction, variable cross-section pile tube (lower thick upper thin) is utilized to make pile foundation and the column integration of enclosure wall, and take the curtain wall penel of the assembled building block of sugarcoated haws on a stick string data, the formula that plays with building blocks, make enclosure wall stability under loading, firm durable。
2, speed of application is fast: the fully-prefabricated assembled enclosure wall of the present invention is because of the structure of its uniqueness, novel combination, create the advantage of quick assembling for site operation, so that site operation speed is fast, the duration is short, the duration more than 50% can be saved compared with the construction period of tradition enclosure wall。
3, shock resistance is strong: present invention is particularly suitable for needing to build building enclosing wall on unstable soil layer or Soft Soil Layer, by prestressed concrete pipe pile, the load of body of wall is transferred on the stable supporting course of underground, guarantee enclosure wall safety and stability, there is stronger shock resistance。
4, labor intensity is low: the fully-prefabricated assembled enclosure wall of the present invention adopts batch production Prefabrication, assembled in situ rapid construction, and do mechanization operation degree is high, it is not necessary to the operations such as digging in-situ foundation ditch, casting concrete, and labor intensity is low, and production efficiency is high。
5, environment friendly and pollution-free: the fully-prefabricated assembled enclosure wall of the present invention is a kind of novel wall replacing traditional solid clay brick enclosure wall, and site operation takes up an area few temporarily, it it is a kind of novel environment friendly product economized the land resource, owing to being the component and fitting adopting air-entrained concrete building block to produce, its bulk density is (400-700) kg/m3, be equivalent to the 1/3 of solid clay brick, the 1/5 of normal concrete, alleviate body of wall deadweight, save construction material and engineering cost, and product itself adopts without radiation inorganic material, harmful gas will not be produced, environment friendly and pollution-free, without digging in-situ foundation ditch, the operations such as casting concrete, adopt hydraulic machinery sinking construction technology, pollution also without construction dust and noise。
6, use scope wide: fully-prefabricated assembled transmission enclosure wall or plate body enclosure wall are widely used in the unit such as industrial enterprise, school of office and build enclosure, fully-prefabricated assembled plate body enclosure wall is applicable to the soundproof wall that highway both sides are arranged, its product can be designed the enclosure wall of customized production different shaping according to customer demand, can also pass through to admix the cement of different proportion, breeze, aggregate, additive and admixture and produce different types of concrete component, produce varying strength and the enclosure wall of durability degree, soundproof wall。
Accompanying drawing explanation
Fig. 1 is the structural representation of fully-prefabricated assembled transmission enclosure wall。
Fig. 2 is the structural representation of fully-prefabricated assembled plate body enclosure wall。
In figure: 1 foundation pile, 2 support steel loops, 3 post cores, 4 supporting plates, 5 fluting building blocks, 6 curtain wall penels, 7 cylinder building blocks, 8 fence, 9 cap building blocks, 10 steel loop type brackets, 11 copings。
Detailed description of the invention
Further illustrate the technical solution of the present invention below in conjunction with the drawings and specific embodiments, these embodiments are not to be construed as the restriction to technical scheme。
As shown in Figure 1, fully-prefabricated assembled transmission enclosure wall includes foundation pile 1, support steel loop 2, post core 3, supporting plate 4, fluting building block 5, curtain wall penel 6, cylinder building block 7, fence 8 and cap building block 9, foundation pile 1, support steel loop 2 and post core about 3 are connected as a single entity and form variable cross-section pile tube, supporting plate 4, fluting building block 5 and cylinder building block 7 punching are sleeved on post core 3 successively, the two ends of curtain wall penel 6 are inserted in the notch of fluting building block 5 and freely-supported is on supporting plate 4, location, the bottom bar of fence 8 inserts in preformed hole corresponding on curtain wall penel 6, the location bar at the two ends of fence 8 is pressed in the puzzle joint between corresponding two pieces of cylinder building blocks 7, cap building block 9 is installed on the top of post core 3。
As shown in Figure 2, fully-prefabricated assembled plate body enclosure wall includes foundation pile 1, steel loop type bracket 10, post core 3, supporting plate 4, fluting building block 5, curtain wall penel 6, cap building block 9 and coping 11, foundation pile 1, steel loop type bracket 10 and post core about 3 are connected as a single entity and form variable cross-section pile tube, supporting plate 4, fluting building block 5 punching are sleeved on post core 3 successively, the two ends of curtain wall penel 6 are inserted in the notch of fluting building block 5 and freely-supported is on supporting plate 4, the curtain wall penel 6 of the corresponding modulus of superposition is high to design wall, coping 11 is installed at the top of curtain wall penel 6, and cap building block 9 is installed on the top of post core 3。
Wherein, the crest level of supporting plate 4 is equal with ground elevation。
Wherein, the fluting building block 5 of the corner of enclosure wall is prefabricated into the special-shaped block with respective angles according to the angle of corner, the fluting building block one side fluting of enclosure wall end。
Wherein, cylinder building block 7 is punching Semi separation building block, adjacent two building block splicing puzzle joints the mode replaced in length and breadth is built by laying bricks or stones。
Embodiment: certain company is one chemical plant of investment construction in salt & chemical industry garden, Huai'an, Jiangsu Province, project land used 75 mu, it is necessary to build 885 meters of plant area's enclosure wall, adopt the fully-prefabricated assembled transmission enclosure wall of the application。
One, each part dimension of enclosure wall is as follows:
1, variable cross-section pile tube: select customization C60 hybrid reinforcement prestressed concrete pipe pile Φ 300X100；Pile tube external diameter 30 centimetres, pile tube internal diameter 10 centimetres, squeeze into 200-250 centimetre of ground, pile tube center distance is 250 centimetres；20 centimetres of pile tube top is overstriking section, its external diameter 40 centimetres, internal diameter 10 centimetres；Downward 20 centimetres of overstriking section is changeover portion, Φ 400X100 be transitioned into Φ 300X100；Overstriking section, changeover portion strengthen arrangement of reinforcement；Retainer ring is the retainer ring of shirt rim in addition, its external diameter 40 centimetres, internal diameter 30 centimetres, selects the hot bending plate of Q235B steel, thick 20 millimeters；
2, post core: select the post core Φ 200X50 of the C60 hybrid reinforcement prestressed concrete pipe pile of design customization, post core external diameter 20 centimetres, 10 centimetres of post in-core footpath (the same with pile tube internal diameter), 250 centimetres above ground level of post core, the center distance of adjacent pillars core is 250 centimetres (identical with pile tube centre-to-centre spacing)；
3, supporting plate: select prefabricated C25 reinforced concrete prefabricated board, length 90 centimetres, width 50 centimetres, thickness 20 centimetres, diameter of center hole 22 centimetres；
4, fluting building block: selecting the prefabricated shaped grooved prefabricated section of C25 armored concrete, length 90 centimetres, width 50 centimetres, thickness 30 centimetres, diameter of center hole 22 centimetres, two ends notch size is deep 30 centimetres of long 15 centimetres of wide 15 centimetres of * of *；
5, cylinder building block: select prefabricated C20 coagulating cement earth building blocks, it is of a size of 50 centimetres * 50 centimetres * 30 centimetres, diameter of center hole 22 centimetres；
6, cap building block: select prefabricated C20 coagulating cement earth building blocks, it is of a size of (lower floor 50*50*10+ upper strata 30*30*10) centimetre, lower floor's diameter of center hole 22 centimetres；
7, curtain wall penel: select prefabricated C25 reinforced concrete hollow slab, long 180 centimetres, high 60 centimetres, thick 12 centimetres, the hollow aperture of cored slab is 5 centimetres, and adjacent hole centre-to-centre spacing is 10 centimetres；
8, transmission fence: selecting customization galvanizing square steel tube plastic-blasting fence, fence length 200 centimetres, high 150 centimetres, transmission flower pattern is selected by owner；
Two, the unit consumption of each parts of whole enclosure wall and total consumption: enclosure wall all parts scale (being a unit between two column centrages)
| Sequence number | Component names | Unit | Unit consumption | Total consumption |
| 1 | C60 concrete column foundation pile | Root | 1 | 355 |
| 2 | C60 concrete column core | Root | 1 | 355 |
| 3 | C25 concrete punching supporting plate | Block | 1 | 355 |
| 4 | The fluting building block of C25 concrete punching | Block | 2 | 710 |
| 5 | C20 concrete punching column building block | Block | 5 | 1775 |
| 6 | C20 concrete bears down on one formula cap building block | Block | 1 | 355 |
| 7 | C25 concrete curtain wall penel | Block | 1 | 355 |
| 8 | Galvanizing square steel tube plastic-blasting fence | Part | 1 | 355 |
| 9 | Connect auxiliary | Group | 1 | 355 |
Three, assembled in situ construction: construction method and step are as follows:
1, on-the-spot measurement setting-out, it is determined that the centrage of enclosure wall and stake position；
2, adopt piling or sinking apparatus to be squeezed into design altitude by root by variable cross-section prestressed concrete prefabricated tubular pile, and the pilespacing between strictly controlling pile body inclining degree and being adjacent is within construction error；
3, adopt small crane successively by installation in position piece by piece on supporting plate and fluting building block, curtain wall penel, the cylinder building block post core on the pile tube accomplished fluently, synchronize to install fence, and each reserved rod member at fence two ends is pressed in the preformed hole that every reserved rod member between two corresponding cylinder building blocks, bottom fence inserts curtain wall penel；
4, cap building block is arranged on the top of post core；
5, in whole installation process, with masonry of cement mortar between each prefabricated component, by cement mortar grouting joint seal gap, strictly control the construction and installation error of curtain wall penel and the elevation of fence, perpendicularity well simultaneously；
6, adopt cement mortar that building block is carried out jointing modification, until whole enclosure wall engineering construction is complete。
Four, enclosure wall forcing checking: carry out analytical calculation with a unit
1, pile tube (the steel loop type bracket of the long 400mm of the 400mm* containing the external diameter) deadweight of external diameter 300mm internal diameter 100mm: (3.14*0.20*0.20-3.14*0.05*0.05) * 0.30*2.50+(3.14*0.15*0.15-3.14*0.05*0.05) * 1.70*2.50=0.38(ton)
2, the post core deadweight of external diameter 200mm internal diameter 100mm:
(3.14*0.10*0.10-3.14*0.05*0.05) * 2.50*2.50=0.15(ton)
3, supporting plate deadweight: 0.90*0.50*0.20*2.50=0.23(ton)
4, fluting building block deadweight:
(0.90*0.50*0.30-0.15*0.15*0.30) * 2.50=0.32(ton)
5, column building block deadweight: 0.50*0.50*0.30*2.30=0.17(ton)
6, cap building block deadweight:
(0.50*0.50*0.10+0.30*0.30*0.10) * 2.30=0.08(ton)
7, curtain wall penel deadweight:
(1.80*0.60*0.12-0.05*0.05*1.8*5) * 2.50=0.27(ton)
8, the galvanizing square steel tube plastic-blasting fence deadweight of high 1.50 meters of * length 2.00 meters: (zinc steel pipe plastic-blasting is by 20 kilograms/every square meter)
20 kilograms/every square meter * 3.00 square meters=0.060(ton)
9, unit deadweight summary sheet
| Sequence number | Component names | Unit | Unit consumption | Unit weight |
| 1 | C30 upright post basic pile tube | Root | 1 | 0.38t |
| 2 | C30 column core length 250 centimetres | Root | 1 | 0.15t |
| 3 | C25 punching supporting plate | Block | 1 | 0.23t |
| 4 | The fluting building block of C25 punching | Block | 2 | 0.64t |
| 5 | C20 punching column building block | Block | 5 | 0.85t |
| 6 | C20 bears down on one formula cap building block | Block | 1 | 0.08t |
| 7 | C25 curtain wall penel | Block | 1 | 0.27t |
| 8 | Cast iron fence | Part | 1 | 0.06t |
| 9 | Connect auxiliary | Group | 1 | Ignore |
| Add up to | 2.66t |
10, bearing capacity of single pile checking computations:
A, design data
1. Pile integrity parameter
Pile-formation process: prestressed concrete prefabricated tubular pile
Design of Bearing Capacity parameter value: table look-up according to building pile foundation specification
Ground elevation 0.00m
Stake top mark height-0.20m
Pile body intended diameter: d=0.30m
Pile body length: l=2.00m
2. design parameter of rock soil
3. design considerations:
" technical code for building pile foundation " (JGJ94-94) is hereinafter referred to as Pile Foundation Code
" Code for design of building " (GB50007-2002) is hereinafter referred to as basic norm
B, single pile vertical resistance pressure bearing capacity estimation
1. calculate parameter list
2. pile body girth U, stake end area Ap calculate
U=∏*0.40=1.26m
Ap=∏ * R*R=3.14*0.20*0.20=0.13(square meter)
3. single pile vertical resistance pressure bearing capacity estimation
It is calculated as follows according to Pile Foundation Code 5.2.8
Quk=Qsk+Qpk
Total ultimate frictional resistance standard value of soil is:
qsikli=1.26×(17×2.00)=43kN
Total standard ultimate bearing capacity is:
Qpk=qpkAp=0.13×1300=169KN
Vertical allowable load capacity of single pile standard value is:
Quk=Qsk+Qpk=43+169=212KN
Vertical bearing capacity of single pile eigenvalue Ra calculates, according to basic norm annex Q provision Q.0.10 the 7th article of regulation
Ra=Quk/2=212KN/2=106KN>26.6KN
Five, unit enclosure wall (long 2.50 meters) materials estimated cost measuring and calculating:
| Sequence number | Component names | Unit | Consumption | Unit price | Conjunction valency (unit) |
| 1 | PC300(400)A100-2.0 GB13476 | M | 2.00 | 110 | 220 |
| 2 | PC200 A100-2.5 GB13476 | M | 2.50 | 70 | 175 |
| 3 | C25 punching supporting plate | M3 | 0.09 | 450 | 41 |
| 4 | The fluting building block of C25 punching | M3 | 0.13 | 450 | 59 |
| 5 | C20 punching column building block | M3 | 0.37 | 350 | 130 |
| 6 | C20 bears down on one formula cap building block | M3 | 0.04 | 350 | 14 |
| 7 | C25 curtain wall penel | M3 | 0.11 | 450 | 50 |
| 8 | Zinc steel plastic-blasting fence | Kg | 60 | 4 | 240 |
| 9 | Connect auxiliary | Group | 1 | Ignore | |
| Add up to | 929 |
Enclosure wall unit price is 929 yuan/2.50 meters=371.6 yuan/every linear meter(lin.m.)。
Six, the whole enclosure wall total cost in this chemical plant is:
371.6 unit/every linear meter(lin.m.) * 885 meters=328866 yuan。
Seven, the whole enclosure wall in this chemical plant in June, 2014 assembled in situ constructed, assembled in situ construction is only with 20 working days, and through final acceptance of construction and be delivered for use so far, construction quality is good。
Claims (7)
1. fully-prefabricated assembled enclosure wall, this fully-prefabricated assembled enclosure wall has transmission enclosure wall or two kinds of plate body enclosure wall；It is characterized in that: fully-prefabricated assembled transmission enclosure wall includes foundation pile (1), support steel loop (2), post core (3), supporting plate (4), fluting building block (5), curtain wall penel (6), cylinder building block (7), fence (8) and cap building block (9), foundation pile (1), support steel loop (2) and post core (3) are connected as a single entity up and down and form variable cross-section pile tube, supporting plate (4), fluting building block (5) and cylinder building block (7) punching are sleeved on post core (3) successively, the two ends of curtain wall penel (6) are inserted in the notch of fluting building block (5) and freely-supported is on supporting plate (4), location, the bottom bar of fence (8) inserts in the upper corresponding preformed hole of curtain wall penel (6), the location bar at the two ends of fence (8) is pressed in the puzzle joint between corresponding two pieces of cylinder building blocks (7), cap building block (9) is installed on the top of post core (3)；Fully-prefabricated assembled plate body enclosure wall includes foundation pile (1), steel loop type bracket (10), post core (3), supporting plate (4), fluting building block (5), curtain wall penel (6), cap building block (9) and coping (11), foundation pile (1), steel loop type bracket (10) and post core (3) are connected as a single entity up and down and form variable cross-section pile tube, supporting plate (4), fluting building block (5) punching is sleeved on post core (3) successively, the two ends of curtain wall penel (6) are inserted in the notch of fluting building block (5) and freely-supported is on supporting plate (4), the curtain wall penel (6) of the corresponding modulus of superposition is high to design wall, coping (11) is installed at the top of curtain wall penel (6), cap building block (9) is installed on the top of post core (3)。
2. fully-prefabricated assembled enclosure wall according to claim 1, is characterized in that: the crest level of supporting plate (4) is equal with ground elevation。
3. fully-prefabricated assembled enclosure wall according to claim 1, is characterized in that: the fluting building block (5) of the corner of enclosure wall is prefabricated into the special-shaped block with respective angles according to the angle of corner, the fluting building block one side fluting of enclosure wall end。
4. fully-prefabricated assembled enclosure wall according to claim 1, is characterized in that: cylinder building block (7) is punching Semi separation building block, adjacent two building block splicing puzzle joints the mode replaced in length and breadth is built by laying bricks or stones。
5. fully-prefabricated assembled enclosure wall according to claim 1, is characterized in that: support steel loop (2) or steel loop type bracket (10), post core (3), supporting plate (4), slot use masonry of cement mortar, embedding gap jointing between building block (5), curtain wall penel (6), cylinder building block (7), fence (8), cap building block (9) these components are modified。
6. fully-prefabricated assembled enclosure wall according to claim 1, is characterized in that the production process of this fully-prefabricated assembled enclosure wall is as follows:
(1) variable cross-section pile tube: be connected as a single entity up and down formation variable cross-section pile tube by foundation pile (1), support steel loop (2) or steel loop type bracket (10), post core (3), pipe diameter size and embedded depth thereof are determined with calculating by designing according to the on-site geology of enclosure wall and soil condition, body of wall deadweight factor, height and appearance moulding are selected by designing according to user's request, arrangement of reinforcement is determined by design according to structure stress, and concrete strength adopts C60 concrete；
(2) supporting plate and fluting building block: supporting plate (4) and fluting building block (5) adopt armored concrete prefabricated, and its arrangement of reinforcement is determined by design according to structure stress, and its concrete strength adopts C25-C30 concrete；
(3) cylinder building block and cap building block: cylinder building block (7) and cap building block (9) adopt aerated light concrete prefabricated, and its concrete strength adopts C20-C25 concrete；
(4) curtain wall penel: curtain wall penel (6) adopts light reinforced concrete prefabricated, and its arrangement of reinforcement is determined by design according to structure stress, and its concrete strength adopts C25-C30 concrete；
(5) fence: fence (8) adopts customed product, for hot galvanized steel pipe plastic-blasting fence or rustless steel fence or alloy cast iron fence；
(6) packaging and transport: variable cross-section prestressed concrete prefabricated tubular pile installs gum sleeve additional, to balance supporting & stablizings different because of stake footpath when its horizontal superposition is placed, it is prevented that pile body fractures；
(7) assembled in situ formula construction: first, on-the-spot measurement setting-out, it is determined that the centrage of enclosure wall and stake position；Secondly, adopt piling or sinking apparatus to be squeezed into design altitude by root by variable cross-section prestressed concrete prefabricated tubular pile, and the pilespacing between strictly controlling pile body inclining degree and being adjacent is within construction error；In addition, adopt small crane successively by supporting plate (4) and building block (5), curtain wall penel (6), cylinder building block (7) installation in position piece by piece on the pile tube accomplished fluently of slotting, synchronize fence (8) is installed, the each reserved rod member at the two ends of fence is pressed between two corresponding cylinder building blocks (7), every of the bottom of fence reserved rod member is inserted in the preformed hole of curtain wall penel (6)；And then, cap building block (9) is arranged on variable cross-section pile tube top；In whole installation process, with masonry of cement mortar between each prefabricated component, and by cement mortar grouting joint seal gap, strictly control the construction error of the elevation of enclosure wall, perpendicularity simultaneously；Finally, adopt cement mortar that building block is carried out jointing modification, until whole enclosure wall engineering construction is complete。
7. fully-prefabricated assembled enclosure wall according to claim 6, is characterized in that: fill in above-mentioned C20 concrete, C25 concrete, C30 concrete its cement consumption 10% superfined flyash。
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| CN106150191A (en) * | 2015-04-15 | 2016-11-23 | 吴方华 | A kind of full ground form assembled light bounding wall system and construction method |
| CN106593079A (en) * | 2016-12-15 | 2017-04-26 | 中国能源建设集团广东省电力设计研究院有限公司 | Finished product assembly type solid enclosing wall |
| CN106760936A (en) * | 2017-01-24 | 2017-05-31 | 赤峰市建筑科学研究院有限公司 | A kind of light-duty Assembled enclosing wall of post-tensioned prestressing |
| CN109339564B (en) * | 2018-11-27 | 2024-07-23 | 国网冀北电力有限公司经济技术研究院 | Device for protecting land use range |
| CN110424814A (en) * | 2019-08-07 | 2019-11-08 | 广西科技大学 | A kind of prefabricated enclosure wall |
| CN113445816A (en) * | 2021-07-14 | 2021-09-28 | 辽宁工程技术大学 | Recyclable enclosure with expanded end and construction method thereof |
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