CN204531384U - Exempt from boring shear wall construction template system - Google Patents

Exempt from boring shear wall construction template system Download PDF

Info

Publication number
CN204531384U
CN204531384U CN201520104217.7U CN201520104217U CN204531384U CN 204531384 U CN204531384 U CN 204531384U CN 201520104217 U CN201520104217 U CN 201520104217U CN 204531384 U CN204531384 U CN 204531384U
Authority
CN
China
Prior art keywords
screw
sealing
template
shear wall
clamping plate
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.)
Active
Application number
CN201520104217.7U
Other languages
Chinese (zh)
Inventor
陈亚祥
张成灿
廖启晴
陈家谷
梁禄文
王惠南
左胜友
张兆浩
张兆寿
蔡晓玲
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Maoming City Building Group Co Ltd
Original Assignee
Maoming City Building Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Maoming City Building Group Co Ltd filed Critical Maoming City Building Group Co Ltd
Priority to CN201520104217.7U priority Critical patent/CN204531384U/en
Application granted granted Critical
Publication of CN204531384U publication Critical patent/CN204531384U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

The utility model discloses one and exempt from boring shear wall construction template system, comprise the inner side template and the outboard template that are formed and build shear wall inner chamber, inner side template and outboard template include some clamping plate and wooden a tree, used in making timber for boats, crack is formed between adjacent two clamping plates, lath is provided with in crack, form the interval passed for sealing up screw between adjacent two boards bar, the steel pipe of a transverse direction is respectively established in the outside of wooden a tree, used in making timber for boats in the both sides of sealing up screw, the outside at steel pipe on sealing up screw is provided with securing member.The boring work so avoided on clamping plate by interval, what effectively raise clamping plate on the one hand reuses number of times, extend clamping plate application life, reduce construction cost, alleviate shear wall on the other hand because do not wear the installation of sealing up screw and the working strength of dismounting clamping plate, reduce workman's workload, improve operating efficiency, shorten the construction period, also reduce the generation of clamping plate phenomenon such as spillage because of boring simultaneously, improve the construction quality of shear wall.

Description

Exempt from boring shear wall construction template system
Technical field
The utility model is used for the realm of building construction, particularly relates to one and exempts from boring shear wall construction template system.
Background technology
Sealing up screw is generally used for building of basement shear wall, plays fixed form, controls the effect of concreting thickness.Be 1 with common screw rod difference through walls, have sealing piece in the middle of sealing up screw; 2, during form removal, common screw rod entirety through walls is extracted out, reuses, and after sealing up screw then amputates the outer two of wall, interlude stays body of wall, to ensure the impermeability of body of wall.
All the time, the object of construction production such as basement, sewage reservoir, reservoir of construction in all parts of the country, the installation of template is all adopt boring in template to wear the construction method of sealing up screw.Owing to adopting in template after boring, the clamping plate face 915 × 1830 of every plate standard needs approximately boring 6 ~ 9; After template boring, if when the template pulled down is reused as the shear wall formwork of ground engineering or floor template, former boring hole spillage when smashing concrete on the one hand, both concrete structure had been affected, affect again the perception of concrete, and reusable number of times is 50% ~ 60% of not perforated plate, what have a strong impact on template reuses quality, relatively just adds engineering cost; In addition due to the sealing up screw Intermediate Gray seal ring of underground construction, wear screw rod during installation form difficult especially, because every block template all has 6 ~ 9 screw rods to pass during form removal, painstaking especially, be difficult to split out one piece of template, considerably increase the workload of workman, extend the construction period of underground construction.
Utility model content
For solving the problem, the utility model provides a kind of and improves template repeat usage and construction effect, saves construction cost, reduces workman's workload, and that shortens the construction period exempts from boring shear wall construction template system.
The utility model solves the technical scheme that its technical problem adopts: one exempts from boring shear wall construction template system, comprise inner side template and outboard template, the inner chamber of building shear wall is formed between described inner side template and outboard template, the sealing up screw of some fixing inner side template and outboard template is provided with through described inner chamber, described inner side template and outboard template include some clamping plate of arranging successively from the bottom to top and some longitudinal directions and are located at wooden a tree, used in making timber for boats outside clamping plate, described inner side template and outboard template form inside and outside contour crack between adjacent two clamping plates, the lath of some lateral arrangement is successively equipped with in each described crack, the interval passed for described sealing up screw two ends is formed between the inherent adjacent two boards bar of each described crack, the steel pipe of a transverse direction is respectively established in both sides up and down of sealing up screw in same crack, outside of described wooden a tree, used in making timber for boats, described sealing up screw is provided with the securing member compressing described steel pipe in the outside of steel pipe.
Be further used as the improvement of technical solutions of the utility model, described securing member comprise the butterfly compressing sealing up screw upper and lower both sides steel pipes buckle and be contained in described butterfly buckle outside nut.
Be further used as the improvement of technical solutions of the utility model, also comprise and be somely positioned at described wooden a tree, used in making timber for boats Basolateral and pre-buried reinforcing bar in the soleplate, each described reinforcing bar all forms the termination of exposing base plate, is provided with the presser feet lumps of wood between described termination and wooden a tree, used in making timber for boats bottom.
Be further used as the improvement of technical solutions of the utility model, described sealing up screw comprises screw body, be contained in the sealing piece in the middle part of described screw body and be contained on described screw body and be positioned at the spacer of both sides before and after sealing piece.
Be further used as the improvement of technical solutions of the utility model, each described lath is identical with clamping plate thickness and be connected with the Boards wall of bottom by fastening nail.
The beneficial effects of the utility model: the utility model adopts inner side template and the outboard template of brand-new design, inner side template and outboard template are longitudinally forming inside and outside contour crack between adjacent two clamping plates, the lath of some lateral arrangement is successively equipped with in each crack, the interval passed for sealing up screw two ends is formed between the inherent adjacent two boards bar of each crack, the boring work so avoided on clamping plate by this interval, what effectively raise clamping plate on the one hand reuses number of times, extend clamping plate application life, alleviate shear wall on the other hand because do not wear the installation of sealing up screw and the working strength of dismounting clamping plate, reduce workman's workload, reduce construction cost, improve operating efficiency, shorten the construction period, also reduce the generation of clamping plate phenomenon such as spillage because of boring simultaneously, contribute to the construction quality improving shear wall.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the utility model is described in further detail:
Fig. 1 is the utility model embodiment overall structure schematic cross-section;
Fig. 2 is the utility model embodiment overall structure lateral view;
Fig. 3 is A place partial enlarged drawing in Fig. 2;
Fig. 4 is B place partial enlarged drawing in Fig. 2;
Fig. 5 is the utility model embodiment clamping plate and lath connecting structure schematic diagram.
Detailed description of the invention
Referring to figs. 1 through Fig. 5, the utility model provides one and exempts from boring shear wall construction template system, comprise inner side template 1 and outboard template 2, the inner chamber 3 of building shear wall is formed between described inner side template 1 and outboard template 2, be provided with the sealing up screw 4 of some fixing inner side template 1 and outboard template 2 through described inner chamber 3, described sealing up screw 4 comprises screw body, be contained in the sealing piece in the middle part of described screw body and be contained on described screw body and be positioned at the spacer of both sides before and after sealing piece.Described inner side template 1 and outboard template 2 include some clamping plate 5 of arranging successively from the bottom to top and some longitudinal directions and are located at wooden a tree, used in making timber for boats 6 outside clamping plate 5, described inner side template 1 and outboard template 2 form inside and outside contour crack 51 between adjacent two clamping plates 5, the lath 52 of some lateral arrangement is successively equipped with in each described crack 51, each described lath 52 is identical with clamping plate 5 thickness and be fixedly connected with the clamping plate 5 of bottom by fastening nail, the interval 53 passed for described sealing up screw 4 two ends is formed between the inherent adjacent two boards bar 52 of each described crack 51, the steel pipe 7 of a transverse direction is respectively established in the both sides up and down of outside sealing up screw 4 in same crack 51 of described wooden a tree, used in making timber for boats 6, described sealing up screw 4 is provided with the securing member compressing described steel pipe 7 in the outside of steel pipe 7.Described securing member comprise the butterfly compressing sealing up screw 4 about both sides steel pipes buckle 71 be contained in described butterfly and buckle nut 72 outside 71.Also comprise and be somely positioned at described wooden a tree, used in making timber for boats 6 Basolateral and pre-buried reinforcing bar 8 in the soleplate, each described reinforcing bar 8 all forms the termination 81 of exposing base plate, is provided with the presser feet lumps of wood 82 between described termination 81 and wooden a tree, used in making timber for boats 6 bottom.Inner side template 1 and outboard template 2 top and bottom are fixed respectively by sealing up screw 4 and the presser feet lumps of wood 82.
The utility model also provides a kind of method above-mentionedly should exempting from boring shear wall construction template system construction shear wall, comprises the following steps:
A. construction shear wall bottom board concrete 9, shaping shear wall construction seam 91 on described bottom board concrete 9, the centre position that described shear wall construction stitches 91 tops arranges steel plate for sealing water 92, and pre-buried two placing of reinforcements 8 in front and rear of 91 are stitched in described shear wall construction, described reinforcing bar 8 selects that diameter is 14mm ~ 20mm, length is the waste steel bar of 200mm ~ 350mm, two placing of reinforcements 8 are all formed and expose bottom board concrete 9 and the termination 81 vertical with bottom board concrete 9 surface, the length of described termination 81 is no less than 80mm, and same row two adjacent reinforcing bar 8 spacing is 1000mm;
B. inside and outside described shear wall construction seam 91, clamping plate are laid in both sides, clamping plate 5 adopt the standard clamping plate of 915 × 1830, laterally install when clamping plate 5 are laid, the top end face of both sides clamping plate 5 is concordant, top end face along both sides clamping plate 5 installs some laths 52 successively, lath 52 is sawn in advance with clamping plate 5 uniform thickness and length is 300mm, each described lath 52 fastening nail that 30mm is long follows closely the clamping plate 5 top edges of boards in bottom, the reserved interval 53 that can hold sealing up screw 4 between the adjacent two boards bar 52 on homonymy clamping plate 5, then sealing up screw 4 transverse strands is located in the interval 53 at both sides clamping plate 5 top, and make on sealing up screw 4 two spacers be against inside the lath 52 at both sides clamping plate 5 top respectively,
C. repeat step B, the design elevation to shear wall laid by both sides clamping plate 5;
D. described in both sides, the outside of clamping plate 5 all arranges longitudinal wooden a tree, used in making timber for boats 6, the steel pipe 7 of a transverse direction is respectively established in the outside of wood a tree, used in making timber for boats 6 in the both sides up and down of sealing up screw 4, the butterfly that described sealing up screw 4 arranges compression two steel pipes 7 buckles 71, locked by nut 72 outside butterfly button 71, the bottom of described wooden a tree, used in making timber for boats 6 is compressed by the horizontal presser feet lumps of wood 82 be located at inside described reinforcing bar 8 termination, forms the inner chamber 3 of building shear wall above described shear wall construction seam 91 between inside and outside both sides clamping plate 5;
E. to concreting in described inner chamber 3, concrete has successively been built several times, build is highly 800mm ~ 1300mm at every turn, length is 40000mm ~ 60000mm, build the time interval is 40 ~ 80 minutes at every turn, after concrete strength and the length of time reach designing requirement, remove inner side template 1 and outboard template 2, the sealing up screw 4 exposed is blocked.
The utility model adopts inner side template 1 and the outboard template 2 of brand-new design, inner side template 1 and outboard template 2 are longitudinally forming inside and outside contour crack 51 between adjacent two clamping plates 5, the lath 52 of some lateral arrangement is successively equipped with in each crack 51, the interval 53 passed for sealing up screw 4 two ends is formed between the inherent adjacent two boards bar 52 of each crack 51, the boring work so avoided on clamping plate 5 by this interval 53, what effectively raise clamping plate 5 on the one hand reuses number of times, reusable number of times increases by 50% ~ 60%, extend clamping plate 5 application life, alleviate shear wall on the other hand because do not wear the installation of sealing up screw 4 and the working strength of dismounting clamping plate, reduce workman's workload, reduce construction cost, improve operating efficiency, shorten the construction period, also reduce the generation of clamping plate 5 phenomenon such as spillage because of boring simultaneously, contribute to the construction quality improving shear wall.
Certainly, the invention is not limited to above-mentioned embodiment, those of ordinary skill in the art also can make equivalent variations or replacement under the prerequisite without prejudice to the utility model spirit, and these equivalent modification or replacement are all included in the application's claim limited range.

Claims (5)

1. exempt from boring shear wall construction template system for one kind, it is characterized in that: comprise inner side template and outboard template, the inner chamber of building shear wall is formed between described inner side template and outboard template, the sealing up screw of some fixing inner side template and outboard template is provided with through described inner chamber, described inner side template and outboard template include some clamping plate of arranging successively from the bottom to top and some longitudinal directions and are located at wooden a tree, used in making timber for boats outside clamping plate, described inner side template and outboard template form inside and outside contour crack between adjacent two clamping plates, the lath of some lateral arrangement is successively equipped with in each described crack, the interval passed for described sealing up screw two ends is formed between the inherent adjacent two boards bar of each described crack, the steel pipe of a transverse direction is respectively established in both sides up and down of sealing up screw in same crack, outside of described wooden a tree, used in making timber for boats, described sealing up screw is provided with the securing member compressing described steel pipe in the outside of steel pipe.
2. according to claim 1ly exempt from boring shear wall construction template system, it is characterized in that: described securing member comprise the butterfly compressing sealing up screw upper and lower both sides steel pipe buckle and be contained in described butterfly buckle outside nut.
3. according to claim 1ly exempt from boring shear wall construction template system, it is characterized in that: also comprise and be somely positioned at described wooden a tree, used in making timber for boats Basolateral and pre-buried reinforcing bar in the soleplate, each described reinforcing bar all forms the termination of exposing base plate, is provided with the presser feet lumps of wood between described termination and wooden a tree, used in making timber for boats bottom.
4. according to claim 1ly exempt from boring shear wall construction template system, it is characterized in that: described sealing up screw comprises screw body, be contained in the sealing piece in the middle part of described screw body and be contained on described screw body and be positioned at the spacer of both sides before and after sealing piece.
5. according to claim 1ly exempt from boring shear wall construction template system, it is characterized in that: each described lath is identical with clamping plate thickness and be connected with the Boards wall of bottom by fastening nail.
CN201520104217.7U 2015-02-11 2015-02-11 Exempt from boring shear wall construction template system Active CN204531384U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520104217.7U CN204531384U (en) 2015-02-11 2015-02-11 Exempt from boring shear wall construction template system

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520104217.7U CN204531384U (en) 2015-02-11 2015-02-11 Exempt from boring shear wall construction template system

Publications (1)

Publication Number Publication Date
CN204531384U true CN204531384U (en) 2015-08-05

Family

ID=53745413

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520104217.7U Active CN204531384U (en) 2015-02-11 2015-02-11 Exempt from boring shear wall construction template system

Country Status (1)

Country Link
CN (1) CN204531384U (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104695703A (en) * 2015-02-11 2015-06-10 茂名市建筑集团有限公司 Non-drilled shear wall construction template system and shear wall construction method
CN107476571A (en) * 2017-08-11 2017-12-15 中国化学工程第六建设有限公司 Exempt from the construction method of punching bamboo glue pattern plate
CN108661307A (en) * 2018-06-22 2018-10-16 中国五冶集团有限公司 A kind of concrete wall template location structure and method
CN110725532A (en) * 2019-10-29 2020-01-24 江卫强 Supporting system for small formwork of bare concrete decorative wall and construction process
CN111550035A (en) * 2019-03-05 2020-08-18 广西良创建筑铝模科技有限公司 Aluminum alloy template and PC component overlap joint structure
CN114482535A (en) * 2021-12-29 2022-05-13 云南建投第四建设有限公司 Aluminum alloy inner wall template lower opening slurry leakage prevention plugging method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104695703A (en) * 2015-02-11 2015-06-10 茂名市建筑集团有限公司 Non-drilled shear wall construction template system and shear wall construction method
CN107476571A (en) * 2017-08-11 2017-12-15 中国化学工程第六建设有限公司 Exempt from the construction method of punching bamboo glue pattern plate
CN108661307A (en) * 2018-06-22 2018-10-16 中国五冶集团有限公司 A kind of concrete wall template location structure and method
CN111550035A (en) * 2019-03-05 2020-08-18 广西良创建筑铝模科技有限公司 Aluminum alloy template and PC component overlap joint structure
CN111550035B (en) * 2019-03-05 2021-08-17 广西良创建筑铝模科技有限公司 Aluminum alloy template and PC component overlap joint structure
CN110725532A (en) * 2019-10-29 2020-01-24 江卫强 Supporting system for small formwork of bare concrete decorative wall and construction process
CN114482535A (en) * 2021-12-29 2022-05-13 云南建投第四建设有限公司 Aluminum alloy inner wall template lower opening slurry leakage prevention plugging method

Similar Documents

Publication Publication Date Title
CN104695703B (en) Exempt from boring shear wall construction template system and shear wall construction method
CN204531384U (en) Exempt from boring shear wall construction template system
CN105888108B (en) Built-in positioning prefabricated component reinforced concrete shear wall and construction method
CN105863253B (en) Integral formwork support is asynchronous to pour staircase wall column formwork system and construction method
CN106223516B (en) ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method
CN204703498U (en) Wall of High-building deformation joint template construction structure
CN201891260U (en) Hanging template
CN203429641U (en) Single-side supporting formwork reinforcing structure system for building construction
CN105275097A (en) A post-cast strip water-stop steel plate and demolition-free template net installing method
CN204060020U (en) A kind of Reinforced Concrete Reinforcement structure
CN104847130A (en) Reinforcing structure of existing structural beam and construction method thereof
CN204152207U (en) Hang the reinforcing construction of mould template
CN209799317U (en) Can have enough to meet need use pre-buried ring of scaffold frame of encorbelmenting
CN204782044U (en) Reinforced structure of existing structure roof beam
CN103469736B (en) Template supporting device of diaphragm plate of T-shaped bridge surface and template supporting and removing method
CN201400959Y (en) Silo concrete protecting layer locating piece in slipform construction
CN204059940U (en) A kind of concrete floor aluminum alloy mould plate
CN203546726U (en) Blank form made of glass fiber reinforced cement boards
CN105317146A (en) Steel structure earthquake-resistant floor for construction and manufacturing method
CN107237436B (en) A kind of method of temporarily fixing when cavity floor is constructed
CN206360344U (en) Framed column template root square steel tube anchor ear part
CN204703499U (en) Wall of High-building deformation joint template
CN204827478U (en) Tunnel lining platform truck
CN109386129A (en) The reinforcement means of large-diameter concrete column-form
CN203668971U (en) Waterproof formwork system for open trench tunnel

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant