CN101892764B - Method for building enclosing wall - Google Patents
Method for building enclosing wall Download PDFInfo
- Publication number
- CN101892764B CN101892764B CN201010209560A CN201010209560A CN101892764B CN 101892764 B CN101892764 B CN 101892764B CN 201010209560 A CN201010209560 A CN 201010209560A CN 201010209560 A CN201010209560 A CN 201010209560A CN 101892764 B CN101892764 B CN 101892764B
- Authority
- CN
- China
- Prior art keywords
- template
- enclosure wall
- ground
- wall
- special
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a method for building an enclosing wall, which belongs to the field of buildings and aims to build a firm and safe enclosing wall for people. According to the technical scheme of the invention, the enclosing wall (2) is divided into three parts, namely a ground pile (1), the enclosing wall (2) and a half-moon shaped roof overhang (3). The three parts are cast with reinforced concrete in place into a whole through a tailor-made unit large template. Since the ground pile (1) is firmly embedded into the ground, a wall body (2) cannot collapse. Due to the absence of edge angles, the half-moon shaped roof overhang (3) is hard for free hand climbing. The ground pile (1) is formed by downwards drilling vertically on the ground by using a special ground pile drilling machine and compacting by pouring the concrete. The height of the enclosing wall (2) is realized by increasing/decreasing auxiliary templates (10) and (17), increasing/decreasing an enriched external corner (21), and increasing/decreasing an internal corner (24). The width of the enclosing wall (2) is changed by adjusting a through pin (18) and a sleeve (19). The tailor-made unit large template can be designed into different dimensions and styles according to specific needs.
Description
Relate to the field: the present invention relates to building field, be used for a kind of building method of enclosure wall,
Background technology: at present the enclosure wall construction method in known various places all is to form with building block or fragment of brick or of heap of stone block of native stone, is divided into ground and body of wall two parts, when experience earthquake and high wind or flood, is easy to collapse; When strong row earthquake, can cause moment to collapse especially, it is too late that people are hidden; Damage for people's life, and body of wall is thicker, the expense of in architectural process, taking a lot of work material; Not energy-conservation, and be prone to climbing.
Summary of the invention: the objective of the invention is to use a kind of new building method to build a kind of firm safety as people. energy-conservation. enclosure wall attractive in appearance; When earthquake or the generation of other natural calamity, be difficult for collapsing; People's life can not come to harm easily, and be difficult for free-hand climbing.
The technical scheme that the present invention adopts is. and enclosure wall 2 is divided into three parts. and pile 1. enclosure walls 2. semilunes 3. these three parts of cornicing are integral with reinforced concrete cast-in-situ through special suit large form 4.14.20.23.; Because pile 1 embeds in the ground firmly; Body of wall 2 can not be collapsed, so semilune cornices 3 owing to there are not corner angle to be difficult for free-hand climbing.High 2.5-3m more than the enclosure wall 2 wide 12-15cm. ground, and the width height is adjustable.Wherein the pile auger of pile 1 through special use on the ground boring and fluid concrete ram-jolt vertically downward form; The height of enclosure wall 2 is realized through increasing and decreasing angle, rich template 10.17 Fuyang 21 rich inner corner trims 24; Width is worn pin 18 through adjustment and is changed with sleeve pipe 19; Special suit large form can be designed to different sizes and pattern according to concrete needs, and body of wall whitewashes with colored plain ash.When construction, enclosure wall inner formword 14 usefulness tensioning pull bars 25 are tiltedly drawn with drill rod 29 to be fixed on the ground earlier, the drill rod 16 of enclosure wall inner formword 14 lower edges is rammed in the ground fixed again, other supporting template is installed then in order.Semilune special electromagnetic shaker 30 auxiliary constructions of 3 usefulness that cornice.
Special suit large form enclosure wall exterior sheathing 4 is made up of master module 4. secondary templates 10. template 12. struts 13. that cornice; Being connected through latch 8 and tension spanner 11 between template and the template realizes; Master module 4 high 2.5m; Wide 3m, the upper edge is interior the outer bevelled edge of receiving, and is provided with retractable scaffold 5 in the 1.5m eminence; Secondary template 10 high 30-50cm, wide 3m, the upper edge is parallel bevelled edge with the lower edge; The high 30cm of the template of cornicing 12 wide 45cm., the lower edge is that interior receipts are opened bevelled edge outward.
Special suit large form enclosure wall inner formword 14 is made up of master module 14 and secondary template 17; Being connected through latch 8 and tension spanner 11 between template and the template realizes; Master module 14 high 2.65m, wide 3m, the upper edge is provided with link slot in a zigzag; The lower edge is provided with drill rod 16 and is used for template 14 is fixed on the ground, is provided with retractable scaffold 5 respectively at 1.5m and 2m place; Secondary template 17 high 30-50cm, wide 3m. upper edge and lower edge are provided with link slot in a zigzag.
Special suit large form master external corner 20 is corniced by 21. jiaos of main external corner 20. secondary external corners and 22 forms, and main external corner 20 high 2.5m. are wide fixed according to the wide width of wall, and the upper edge is interior the outer bevelled edge of receiving; Secondary external corner 21 high 30-50cm. are wide wide fixed according to wall, and the upper edge is parallel bevelled edge with the lower edge, and are provided with latch 8 and tension spanner 11; The angle cornice 22 specification with semilune cornice 12 with main external corner 20, the lower edge is made as in outer the opening and receives bevelled edge.
Special suit large form master inner corner trim 23 is divided into main inner corner trim 23 and secondary inner corner trim 24, and main inner corner trim 23 high 2.65m widely match with external corner 20 according to wall is wide, and the upper edge is made as link slot in a zigzag; Secondary inner corner trim 24 high 30-50cm widely match according to wide and the secondary external corner 21 of wall, and upper edge and lower edge are made as the zigzag link slot.
Two of special suit large form tensioning pull bar 25 is provided with special joint 26 and 28, is used for large form 4 tiltedly drawn being fixed to ground, and is furnished with pin of wearing 27 and drill rod 29.
Special electromagnetic shaker 30 usefulness steel plates and vibration motor are elaborated and are formed, and are used for the matching operation of large form.
The invention has the beneficial effects as follows and make the enclosure wall building realize mechanization. and method does not simply produce building waste; The pile 1 enclosure wall 2 semilunes 3 usefulness concrete cast-in-situs that cornice are integral and very firmly are difficult for collapsing. because the last eaves 3 of enclosure wall is semi-moon shapedly not have corner angle to be difficult for the hand climbing of moving. and the thickness of body of wall is the half the of common thickness of wall body or 3/5ths. body of wall whitewashes with colored plain ash, so the building method of this enclosure wall has been realized the saving of labor. material-saving. simply. and efficiently. energy-conservation. safety. environmental protection. attractive in appearance.
Description of drawings: Fig. 1 is a front view of the present invention
Fig. 2 is the design sketch of enclosure wall 2
Fig. 3 is the effect structure figure of enclosure wall 2
Fig. 4 is the enclosure wall exterior sheathing
Fig. 5 is the enclosure wall inner formword
Fig. 6 is external corner and inner corner trim
Fig. 7 is tensioning pull bar and special electromagnetic shaker
The .1 pile .2 enclosure wall .3 semilune collapsible scaffold .6 of the .4 enclosure wall exterior sheathing .5 swaging clamp .7 that cornices is that 6 enlarged drawing .8 latch .9 is that 8 the secondary template .11 tension of the enlarged drawing .10 spanner .12 semilune template .13 strut .14 enclosure wall inner formword .15 that cornices wears the secondary template .18 of pin connecting hole .16 drill rod .17 and wears the secondary external corner .22 of the pin .19 sleeve pipe .20 master external corner .21 angle secondary inner corner trim .25 of the .23 master's inner corner trim .24 tensioning pull bar .26 joint .27 that cornices and wear the special electromagnetic shaker of pin .28 joint .29 drill rod .30 among the figure.
Practical implementation method: like Fig. 1. Fig. 2. Fig. 3. Fig. 4. Fig. 5. Fig. 6. Fig. 7. on the good or specific ground of planning, press basic building requirements unwrapping wire; The wide .20-30cm of ditching 40cm is dark, or by the specific requirement ditching, dark by 1.5 meters of the uniform vertical drillings of the spacing of 2m or 3m in the middle of the ditch that digs with the auger of special special use; Bore diameter 15-20 centimetre; Fluid concrete ram-jolt in the boring of digging at the indented bars of the slotting long 4-4.5m. diameter 15-18mm of concrete central vertical, forms pile 1; Assembling reinforcement net sheet between indented bars then; Enclosure wall inner formword 14 and secondary template 17 usefulness latches 8 are assembled into one with tension spanner 11, put the then interior of pile 1 with special-purpose lifting machine or crane, with one of tensioning pull bar 25 through joint 26 with wear pin 27 and wear in the pinned hole 15 of pin to the large form 14; The other end tiltedly drawn through joint 28 usefulness drill rods 29 fix on the ground, ram in the ground drill rod 16 of large form 14 lower edges fixing again; With enclosure wall exterior sheathing 4 and secondary template 10 cornice template 12 usefulness latches 8 with strain spanner 11 and be assembled into one; Sling and put the then outer of pile 1; With sleeve pipe 19 enclosure wall exterior sheathing 4 and enclosure wall inner formword 14 are worn pin to together with wearing pin 18, other template and main external corner 20 and main inner corner trim 23 are installed then in order.
After all template installations, with concrete pump truck pumping concrete and ram-jolt, the mode of ram-jolt can adopt attached type vibrator shake plate also can smash with the shake of shake tamper, and the semilune of last eaves is corniced with the 30 auxiliary ram-jolt moulding of special electromagnetic shaker.
After the form removal, with the burr polishing of leaving on the enclosure wall 2, whitewash enclosure wall 2 and cornice 3 with colored plain ash with special polishing machine.
This enclosure wall building method also is useful for the building of various fences.
Claims (3)
1. the building method of an enclosure wall is characterized in that enclosure wall is divided into three parts, pile (1), body of wall (2), semilune and cornices (3), and this three part is integral with reinforced concrete cast-in-situ through special suit large form enclosure wall exterior sheathing (4), special suit large form enclosure wall inner formword (14), main external corner (20), main inner corner trim (23); Because pile (1) embeds in the ground firmly; Body of wall (2) can not be collapsed, semilune cornice (3) thus owing to there are not corner angle to be difficult for free-hand climbing, the wide 12-15cm of body of wall (2); High 2.5-3m more than the ground; And width height is adjustable, wherein the pile auger of pile (1) through special use on the ground boring and fluid concrete ram-jolt vertically downward form, the height of body of wall (2) is realized through increasing and decreasing secondary template (10,17), Fu Yangjiao (21), rich inner corner trim (24); Width wears pin (18) through adjustment and sleeve pipe (19) changes; Special suit large form can be designed to different sizes and pattern according to concrete needs, and body of wall whitewashes with colored plain ash, when construction; Earlier special suit large form enclosure wall inner formword (14) is tiltedly drawn with tensioning pull bar (25) and drill rod (29) and be fixed on the ground; The drill rod (16) of special suit large form enclosure wall inner formword (14) lower edge is rammed in the ground again and fixed, other supporting template is installed then in order, semilune is corniced (3) with special electromagnetic shaker (30) auxiliary construction.
2. the building method of a kind of enclosure wall according to claim 1 is characterized in that special suit large form enclosure wall exterior sheathing (4) is made up of master module and secondary template (10), the template of cornicing (12), strut (13), and being connected through latch (8) and tension spanner (11) between template and the template realizes; The high 2.5m of master module, wide 3m, the upper edge is interior the outer bevelled edge of receiving; Be provided with retractable scaffold (5) in the 1.5m eminence; The high 50m of secondary template (10), wide 3m, the upper edge is parallel bevelled edge with the lower edge; The wide 45cm of the template of cornicing (12), high 30cm, the lower edge is that interior receipts are opened bevelled edge outward.
3. the building method of a kind of enclosure wall according to claim 1 is characterized in that special suit large form enclosure wall inner formword (14) is made up of master module and secondary template (17), and being connected through latch (8) and tension spanner (11) between template and the template realizes; The high 2.65m of master module; Wide 3m, the upper edge is provided with link slot in a zigzag, and the lower edge is provided with drill rod (16) and is used for master module is fixed on the ground; Be provided with retractable scaffold (5) respectively at 1.5m and 2m place; The high 50cm of secondary template (17), wide 3m, upper edge and lower edge are provided with link slot in a zigzag.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010209560A CN101892764B (en) | 2010-06-19 | 2010-06-19 | Method for building enclosing wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201010209560A CN101892764B (en) | 2010-06-19 | 2010-06-19 | Method for building enclosing wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101892764A CN101892764A (en) | 2010-11-24 |
| CN101892764B true CN101892764B (en) | 2012-10-17 |
Family
ID=43102098
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201010209560A Expired - Fee Related CN101892764B (en) | 2010-06-19 | 2010-06-19 | Method for building enclosing wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101892764B (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102116106B (en) * | 2011-01-20 | 2012-03-21 | 李建章 | Manufacturing method of building enclosing wall capable of being used repeatedly |
| CN105568878A (en) * | 2014-10-10 | 2016-05-11 | 无锡梓昱安全用品科技有限公司 | Noise reduction protection plate preventing climbing |
| CN105672758A (en) * | 2016-03-28 | 2016-06-15 | 马宁一 | Enclosing wall board and application method thereof |
| CN108979296B (en) * | 2018-08-01 | 2020-01-24 | 四川兴昌建设工程有限公司 | Construction method for using construction waste for environment-friendly enclosing wall |
| CN115126249A (en) * | 2022-07-28 | 2022-09-30 | 上海宝冶集团有限公司 | Concrete vibrating method for high and large wallboard in narrow environment |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2225216C (en) * | 1997-12-18 | 2004-10-12 | Lino Simioni | Fence system |
| CN101503882B (en) * | 2009-02-25 | 2010-12-08 | 中煤第三建设（集团）有限责任公司 | Construction method for underground continuous wall with conjoined reinforcing cage by topdown construction method |
| CN101560766B (en) * | 2009-05-13 | 2011-03-02 | 江苏东大鸿基科技有限公司 | Grid-like underground continuous wall plate and production method thereof |
-
2010
- 2010-06-19 CN CN201010209560A patent/CN101892764B/en not_active Expired - Fee Related
Also Published As
| Publication number | Publication date |
|---|---|
| CN101892764A (en) | 2010-11-24 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103981896B (en) | The seamless link construction method of a kind of outer wall of basement and fender post | |
| CN101892764B (en) | Method for building enclosing wall | |
| CN103266602A (en) | Diameter-expanding pile for manual hole digging and construction method thereof | |
| CN104563147A (en) | Composite structure pile foundation applied to karst area and construction method of composite structure pile foundation | |
| CN204590782U (en) | A kind of industrialization Prefabricated enclosure wall | |
| CN207934055U (en) | A kind of prefabricated cushion cap template and prefabricated cushion cap loose tool | |
| CN106602980A (en) | Desert land root-type photovoltaic panel solar power generation device | |
| CN201671104U (en) | Combined tower type crane base | |
| CN2469046Y (en) | Prefabricated steel bar reinforced concrete bulk head for piles | |
| CN205063526U (en) | Assembled enclosure with preparation of building rubbish | |
| CN211229781U (en) | Novel prefabricated hollow enclosure | |
| CN204899034U (en) | Prefabricated wall post | |
| CN209399990U (en) | Open-air surface observation mound structure | |
| CN203891013U (en) | Simple manual hole digging pile concrete wall protecting formwork | |
| CN204112858U (en) | The prefabricated enclosure wall of a kind of prestressed concrete | |
| CN103274329B (en) | A kind of top draws jack for the construction method of pile-anchor retaining | |
| CN205954609U (en) | High frequency compaction grooving bridge type ground is wall construction professional equipment even | |
| CN207392583U (en) | A kind of 3D printing wall having across structure | |
| CN206110160U (en) | Communication tower ground prefabricated basis of formula | |
| CN204753607U (en) | That encloses purlin hangs muscle construction structures | |
| CN203034451U (en) | Movable anchor pole drilling machine breast board | |
| CN210117661U (en) | Assembled culvert channel cap stone | |
| CN203361138U (en) | Rear implantation pile of expanded-base pier pit underpinning | |
| CN203531243U (en) | Precast frame column | |
| CN214785878U (en) | Scaffold frame that building engineering construction operation was used |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| DD01 | Delivery of document by public notice |
Addressee: Zhang Peixia Document name: Notification of Termination of Patent Right |
|
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20121017 Termination date: 20150619 |
|
| EXPY | Termination of patent right or utility model |