CN107700839A - A kind of novel method that template is fixed during cast-in-place lintel template construction - Google Patents

A kind of novel method that template is fixed during cast-in-place lintel template construction Download PDF

Info

Publication number
CN107700839A
CN107700839A CN201710774354.5A CN201710774354A CN107700839A CN 107700839 A CN107700839 A CN 107700839A CN 201710774354 A CN201710774354 A CN 201710774354A CN 107700839 A CN107700839 A CN 107700839A
Authority
CN
China
Prior art keywords
lintel
template
novel method
side plate
cast
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.)
Pending
Application number
CN201710774354.5A
Other languages
Chinese (zh)
Inventor
赵勇
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.)
China MCC20 Group Corp Ltd
Shanghai Ershiye Construction Co Ltd
Original Assignee
China MCC20 Group Corp Ltd
Shanghai Ershiye Construction 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 China MCC20 Group Corp Ltd, Shanghai Ershiye Construction Co Ltd filed Critical China MCC20 Group Corp Ltd
Priority to CN201710774354.5A priority Critical patent/CN107700839A/en
Publication of CN107700839A publication Critical patent/CN107700839A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G13/00Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
    • E04G13/04Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor

Abstract

The present invention relates to the novel method that template is fixed during a kind of cast-in-place lintel template construction, including following steps:(a) lintel (8) solebar bottom plate (3) is supported with steel pipe (7) and adjustable pop-up (6);(b) lintel side plate (5) is manufactured according to the actual height of lintel (8), and lintel side plate (5) is arranged on lintel (8) side;(c) some door type bracing means (2) are arranged on lintel (8), and cushion block (4) is provided between door type bracing means (2) and lintel side plate (5), consolidation process is carried out to lintel side plate (5) by cushion block (4).Not only technique is simple, scene easily makes, facilitates site operation, can effectively improve operating efficiency by the present invention, and fixed effect is good, and construction cost is cheap, can recycle, and reduces cost.

Description

A kind of novel method that template is fixed during cast-in-place lintel template construction
Technical field
The invention belongs to building engineering shuttering technical field of construction, to mould during more particularly to a kind of cast-in-place lintel template construction The novel method that plate is fixed.
Background technology
Lintel relates generally to construct to formwork reinforcement, its operational procedure is in template construction:1) lintel construction of bottom plates: 2) lintel side plate is constructed;3) template fixes construction.In former construction, formwork reinforcement is constructed mainly using iron clamp Construction is fixed in son or flitch.Its fixing means construction technology is typically relatively rough, and fixed effect is undesirable, often Lintel is caused to produce beam section variable thickness, surface smoothness deviation too big.
The content of the invention
The technical problems to be solved by the invention are to provide template is fixed during a kind of cast-in-place lintel template construction Novel method, the reinforcement protection to crossing beam forms is realized, solve to cause to produce beam section variable thickness, surface because reinforcing is not in place The problem of flatness deviation is too big.
The technical solution adopted for the present invention to solve the technical problems is:To mould when providing a kind of cast-in-place lintel template construction The novel method that plate is fixed, including following steps:
(a) lintel solebar bottom plate is supported with steel pipe and adjustable pop-up;
(b) lintel side plate is manufactured according to the actual height of lintel, and lintel side plate was arranged on beam sides;
(c) some door type bracing means are arranged on lintel, and set between door type bracing means and lintel side plate There is cushion block, consolidation process is carried out to lintel side plate by cushion block.
The further technical scheme of the present invention is that in the step (a), the adjustable pop-up is arranged on steel pipe upper end, institute State adjustable pop-up upper end and withstand on lintel bottom plate lower end, lintel bottom plate is supported.
The further technical scheme of the present invention is, in the step (a) and (b), the lintel bottom plate and lintel side plate Specification be using 18mm plywood forms.
The further technical scheme of the present invention is, in the step (c), the door type bracing means is by flitch group Into, and flitch specification is 60mm × 80mm.
The further technical scheme of the present invention is, between the horizontal flitch and vertical flitch of the door type bracing means Outside is provided with triangular support bracket, and the triangular support bracket of 18mm plywood forms by being made up.
The further technical scheme of the present invention is that in the step (c), distance is between adjacent door type bracing means 300mm。
The further technical scheme of the present invention is that in the step (c), the cushion block is timber wedge.
Beneficial effect
Not only technique is simple, scene easily makes, facilitates site operation, can effectively improve operating efficiency by the present invention, And fixed effect is good, construction cost is cheap, can recycle, and reduces cost;Simultaneously because the component that the method needs Size with cover half, can effectively accelerate the construction in later stage;The present invention is by door type bracing means to the template of lintel to mistake Side template carries out comprehensive reinforcing by timber wedge, and be effectively prevented causes to produce beam section thickness not because reinforcing is not in place First, surface smoothness deviation is too big, it is achieved thereby that the reinforcing of lintel, there is more preferable guarantee to construction quality.
Brief description of the drawings
Fig. 1 is door type bracing means structural representation of the present invention.
Fig. 2 is that door type bracing means of the present invention reinforces lintel sectional view.
Fig. 3 is that door type bracing means of the present invention reinforces lintel front view.
Embodiment
With reference to specific embodiment, the present invention is expanded on further.It should be understood that these embodiments are merely to illustrate the present invention Rather than limitation the scope of the present invention.In addition, it is to be understood that after the content of the invention lectured has been read, people in the art Member can make various changes or modifications to the present invention, and these equivalent form of values equally fall within the application appended claims and limited Scope.
Embodiment 1
As shown in Figure 1-Figure 3, novel method template being fixed during a kind of cast-in-place lintel template construction, including Following steps:
(a) the solebar bottom plate 3 of lintel 8 is supported with steel pipe 7 and adjustable pop-up 6:The adjustable pop-up 6 is arranged on The upper end of steel pipe 7, the adjustable upper end of pop-up 6 withstand on the lower end of lintel bottom plate 3, lintel bottom plate 3 are supported;
(b) lintel side plate 5 is manufactured according to the actual height of lintel 8, and lintel side plate 5 is arranged on the side of lintel 8;
(c) some door type bracing means 2 are arranged on lintel 8, distance is between adjacent door type bracing means 2 300mm, and cushion block 4 is provided between door type bracing means 2 and lintel side plate 5, lintel side plate 5 is reinforced by cushion block 4 Processing, the door type bracing means 2 is is made up of flitch, and flitch specification is 60mm × 80mm, and the door type reinforces dress Put outside between 2 horizontal flitch and vertical flitch and be provided with triangular support bracket 1, the triangular support bracket 1 is by 18mm glued boards Template is made.
The specification of wherein described lintel bottom plate 3 and lintel side plate 5 is to be using 18mm plywood forms, the cushion block 4 Timber wedge.

Claims (7)

  1. A kind of 1. novel method that template is fixed during cast-in-place lintel template construction, it is characterised in that:Comprise the following steps:
    (a) lintel (8) solebar bottom plate (3) is supported with steel pipe (7) and adjustable pop-up (6);
    (b) lintel side plate (5) is manufactured according to the actual height of lintel (8), and lintel side plate (5) is arranged on lintel (8) side;
    (c) some door type bracing means (2) are arranged on lintel (8), and door type bracing means (2) and lintel side plate (5) cushion block (4) is provided between, consolidation process is carried out to lintel side plate (5) by cushion block (4).
  2. 2. the novel method that template is fixed during a kind of cast-in-place lintel template construction according to claim 1, it is special Sign is:In the step (a), the adjustable pop-up (6) is arranged on steel pipe (7) upper end, and adjustable pop-up (6) upper end is withstood on Lintel bottom plate (3) lower end, is supported to lintel bottom plate (3).
  3. 3. the novel method that template is fixed during a kind of cast-in-place lintel template construction according to claim 1, it is special Sign is:In the step (a) and (b), the specification of the lintel bottom plate (3) and lintel side plate (5) is glued using 18mm Template die plate.
  4. 4. the novel method that template is fixed during a kind of cast-in-place lintel template construction according to claim 1, it is special Sign is:In the step (c), the door type bracing means (2) to be made up of flitch, and flitch specification be 60mm × 80mm。
  5. 5. the novel method that template is fixed during a kind of cast-in-place lintel template construction according to claim 4, it is special Sign is:Outside is provided with triangular support bracket (1), institute between the horizontal flitch and vertical flitch of the door type bracing means (2) Triangular support bracket (1) is stated by being made up of 18mm plywood forms.
  6. 6. the novel method that template is fixed during a kind of cast-in-place lintel template construction according to claim 1, it is special Sign is:In the step (c), distance is 300mm between adjacent door type bracing means (2).
  7. 7. the novel method that template is fixed during a kind of cast-in-place lintel template construction according to claim 1, it is special Sign is:In the step (c), the cushion block (4) is timber wedge.
CN201710774354.5A 2017-08-31 2017-08-31 A kind of novel method that template is fixed during cast-in-place lintel template construction Pending CN107700839A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710774354.5A CN107700839A (en) 2017-08-31 2017-08-31 A kind of novel method that template is fixed during cast-in-place lintel template construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710774354.5A CN107700839A (en) 2017-08-31 2017-08-31 A kind of novel method that template is fixed during cast-in-place lintel template construction

Publications (1)

Publication Number Publication Date
CN107700839A true CN107700839A (en) 2018-02-16

Family

ID=61171561

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710774354.5A Pending CN107700839A (en) 2017-08-31 2017-08-31 A kind of novel method that template is fixed during cast-in-place lintel template construction

Country Status (1)

Country Link
CN (1) CN107700839A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3135291A1 (en) 2022-05-06 2023-11-10 Leonel Das Neves Pataco Formwork device for lintels and posts

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102619328A (en) * 2012-03-22 2012-08-01 中冶天工上海十三冶建设有限公司 Tool type mounting clamp for ring beam mold plates and lintel mold plates
CN104594628A (en) * 2015-01-07 2015-05-06 福建工程学院 Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system
CN105525750A (en) * 2015-03-16 2016-04-27 中建四局第一建筑工程有限公司 Construction method of door lintel and aluminum alloy door lintel formwork
CN106121222A (en) * 2016-08-16 2016-11-16 山东天齐置业集团股份有限公司 Mold method at the bottom of a kind of adjusting beam end template support means and beam
CN106437145A (en) * 2016-09-18 2017-02-22 江苏南通三建集团股份有限公司 Beam side form strengthening system with no tie bolts

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102619328A (en) * 2012-03-22 2012-08-01 中冶天工上海十三冶建设有限公司 Tool type mounting clamp for ring beam mold plates and lintel mold plates
CN104594628A (en) * 2015-01-07 2015-05-06 福建工程学院 Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system
CN105525750A (en) * 2015-03-16 2016-04-27 中建四局第一建筑工程有限公司 Construction method of door lintel and aluminum alloy door lintel formwork
CN106121222A (en) * 2016-08-16 2016-11-16 山东天齐置业集团股份有限公司 Mold method at the bottom of a kind of adjusting beam end template support means and beam
CN106437145A (en) * 2016-09-18 2017-02-22 江苏南通三建集团股份有限公司 Beam side form strengthening system with no tie bolts

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR3135291A1 (en) 2022-05-06 2023-11-10 Leonel Das Neves Pataco Formwork device for lintels and posts

Similar Documents

Publication Publication Date Title
CN206644113U (en) A kind of concrete lintel formwork for placing
CN110206144B (en) Construction method of steel reinforced column beam column joint
CN207988490U (en) A kind of easy device that deformation joint shear wall formwork installs
CN211622587U (en) Square-wood combined structure of aluminum alloy template of non-standard layer of high-rise building
CN104153579B (en) A kind of formwork for placing structure of non-standard layers structure and construction method
CN104074314A (en) Pre-buried shear key connector box for precast facade panel and machining method of pre-buried shear key connector box
CN205907674U (en) Wall template reinforcement bearing structure is led on circulated servicetype ground even wall
CN204357117U (en) A kind of after-pouring band beam-slab template and lattice column thereof
CN204418662U (en) A kind of building vertical structure typified form negative and positive angle bracing means
CN107700839A (en) A kind of novel method that template is fixed during cast-in-place lintel template construction
CN212154120U (en) Aluminum alloy template set for prefabricated building
CN105804426B (en) Masonry structure remodeling method and the underpinning structure being transformed for masonry structure
CN104131635B (en) Method and platform for constructing peripheral shear wall of prefabricated staircase
CN204081483U (en) A kind of structure of rotten when preventing pouring reinforcement concrete post suspension column
CN103243731B (en) Mould supporting method for trapezoid cross section base of shear wall
CN103774846B (en) The construction method of post is cut off between a kind of construction work window
CN104975715A (en) Formwork sealing method for walls or columns
CN109057322A (en) A kind of cast-in-place concrete early-dismantling formwork system and its construction method
CN204626965U (en) For the steel stair template of poured up at a time between architectural stair
CN105239770B (en) Integrated casting steel framework plastic building template system
CN205188977U (en) A trade and prop construction structures that is used for large -scale foundation ditch to demolish first way fast supporting
CN202787992U (en) Constructional column top concrete pouring structure
CN204059943U (en) A kind of formwork for placing structure of non-standard layers structure
CN104110132B (en) A kind of adjustable composite stairway steel formwork for highrise building and assemble method thereof
CN208396295U (en) A kind of open-cut station construction stair formwork erecting structure

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20180216