CN207619999U - Cap mold - Google Patents
Cap mold Download PDFInfo
- Publication number
- CN207619999U CN207619999U CN201721349862.0U CN201721349862U CN207619999U CN 207619999 U CN207619999 U CN 207619999U CN 201721349862 U CN201721349862 U CN 201721349862U CN 207619999 U CN207619999 U CN 207619999U
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- China
- Prior art keywords
- side plate
- straight slot
- cap mold
- plug division
- extension
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- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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Abstract
The utility model discloses a kind of cap molds, including：Polylith side plate, side plate described in polylith are spliced into closing and the frame structure with hollow portion；The side plate includes the first side plate and the second side plate for coordinating with first side plate, and opposite two sides are respectively equipped with straight slot on first side plate, and opposite two sides are respectively equipped with the boss coordinated with the straight slot on second side plate；The boss includes plug division and the extension that is connect with the plug division, and the boss of second side plate is inserted into the straight slot of first side plate, and the plug division coordinates with the straight slot, and the extension extends to outside straight slot.The cap mold of the utility model shortens construction period, overall structure is strong, and earth-retaining effect is good, avoids the hidden danger of construction landslide without pouring and conserving temporarily in foundation pit；And the extension of the utility model is then completed the handling to cap mold and is installed as the stress connector to cap mold handling by binding lifting rope on extension.
Description
Technical field
The utility model is related to building fields, more particularly, to a kind of cap mold.
Background technology
Concrete of basement foundation platform pours the general method for using and building brick mold by laying bricks or stones, and basic brick mold construction needs scene
It manually builds by laying bricks or stones, paint, the transport of a large amount of bricks, mortar not only needs to put into a large amount of manpower and materials, but also has built by laying bricks or stones and need to wait for sand
Slurry has that could to carry out surrounding backfilling of earthwork after some strength smooth, then carries out cushion construction, due to the skill that various processes are mutual
The art intermittent time cannot be lacked so that the foundation construction period is longer.Meanwhile according to traditional construction method, after excavation of foundation pit, bottom is cheated
Exposure duration is longer, and various security risks are also brought along to deep pit monitor.And basement foundation construction is it is desirable that racing against time, striving
Speed.Using advanced construction method, shorten the foundation construction time, improves construction efficiency, be a technology difficulty of engineering construction
Topic.
Utility model content
Based on this, the utility model lies in that overcome prior art basis long construction period, the big defect of deep pit monitor hidden danger,
A kind of cap mold is provided.
Its technical solution is as follows：
A kind of cap mold, including：Polylith side plate, side plate described in polylith are spliced into closing and the frame knot with hollow portion
Structure；The side plate includes the first side plate and the second side plate for coordinating with first side plate, opposite two on first side plate
Side is respectively equipped with straight slot, and opposite two sides are respectively equipped with the boss coordinated with the straight slot on second side plate；It is described
Boss includes plug division and the extension that is connect with the plug division, and the boss of second side plate is inserted into first side plate
Straight slot, the plug division coordinate with the straight slot, and the extension extends to outside straight slot.
The technical program is passed through by the way that the boss of the straight slot of the first side plate and the second side plate is carried out mortise and tenon mating connection
Splice polylith side plate and form a closing and the frame structure with hollow portion, to form cap mold；The technical program is held
Platform mould, can be assembled good beside building site before excavation of foundation pit is completed without pouring and conserving temporarily in foundation pit, assembled quick letter
It is single, the periphery of cap mold can be backfilled at once after cap mold is placed in foundation pit, shorten construction period, overall structure
By force, earth-retaining effect is good, avoids the hidden danger of construction landslide.Since the good rear weight of cap mold assembly is larger, manually move in foundation pit
The labor intensity of worker is increased, therefore its handling is installed using the handling apparatus such as tower crane or hook machine and is placed in foundation pit, and due to
The extension of the boss of the technical program extends to outside straight slot, extension then as the stress connector to cap mold handling,
By binding lifting rope on extension, lifting rope is connect with handling apparatus, is completed the handling to cap mold and is installed.
Sealing element or sealing material are equipped between the plug division and the straight slot in one of the embodiments,.
The sealing material is mortar in one of the embodiments, and the mortar clogs the plug division and described logical
Gap between slot.
First side plate and second side plate are rectangular slab in one of the embodiments, and first side
The quantity of plate and second side plate is two pieces, and two blocks of first side plates and two blocks of second side plates are spliced to form closing
And the rectangular frame structure with hollow portion.
The side plate is concrete prefabricated side plate in one of the embodiments, and the side plate is internally provided with for branch
Support and the supporting rack for reinforcing side plate intensity.
Support frame as described above is steel wire net rack or reinforced frame in one of the embodiments,.
The boss is equipped at least one through-hole for grafting fastener in one of the embodiments,.
Further include fastener in one of the embodiments, the fastener and the through-hole are with described in merging and being arranged in
In through-hole, and at least one end of the fastener extends to the outside of through-hole.
The through-hole is set to the intersection of the extension and the plug division in one of the embodiments,.
The fastener is timber wedge or bolt in one of the embodiments,.
The beneficial effects of the utility model are：
The utility model is passed through by the way that the boss of the straight slot of the first side plate and the second side plate is carried out mortise and tenon mating connection
Splice polylith side plate and form a closing and the frame structure with hollow portion, to form cap mold；The technical program is held
Platform mould, can be assembled good beside building site before excavation of foundation pit is completed without pouring and conserving temporarily in foundation pit, assembled quick letter
It is single, the periphery of cap mold can be backfilled at once after cap mold is placed in foundation pit, shorten construction period, overall structure
By force, earth-retaining effect is good, avoids the hidden danger of construction landslide.Since the good rear weight of cap mold assembly is larger, manually move in foundation pit
The labor intensity of worker is increased, therefore its handling is installed using the handling apparatus such as tower crane or hook machine and is placed in foundation pit, and due to
The extension of the boss of the technical program extends to outside straight slot, extension then as the stress connector to cap mold handling,
By binding lifting rope on extension, lifting rope is connect with handling apparatus, is completed the handling to cap mold and is installed.
Description of the drawings
Fig. 1 is the structural schematic diagram of the cap mold of the utility model；
Fig. 2 is the vertical view of the cap mold of the utility model；
Fig. 3 is the structural schematic diagram of first side plate of the utility model；
Fig. 4 is the structural schematic diagram of second side plate of the utility model；
Fig. 5 is the partial sectional view of the cap mold of the utility model；
Fig. 6 is the splicing schematic diagram of the utility model；
Fig. 7 is the partial enlarged view of Fig. 6.
Reference sign：
100, side plate；110, hollow portion；120, the first side plate；121, straight slot；130, the second side plate；131, boss；1311、
Plug division；1312, extension；132, through-hole；140, mortar；150, triangle timber wedge；200, fastener.
Specific implementation mode
It is below in conjunction with attached drawing and specifically real to make the purpose of this utility model, technical solution and advantage be more clearly understood
Mode is applied, the utility model is described in further detail.It should be understood that the specific embodiments described herein
Only to explain the utility model, the scope of protection of the utility model is not limited.
A kind of cap mold as shown in Figures 1 to 4, including：Polylith side plate 100, side plate 100 described in polylith are spliced into closing
And the frame structure with hollow portion 110；The side plate 100 includes the first side plate 120 and coordinates with first side plate 120
Second side plate 130, opposite two sides are respectively equipped with straight slot 121 on first side plate 120, phase on second side plate 130
To two sides be respectively equipped with the boss 131 coordinated with the straight slot 121；The boss 131 include plug division 1311 and with institute
The extension 1312 of the connection of plug division 1311 is stated, the boss 131 of second side plate 130 is inserted into the logical of first side plate 120
Slot 121, the plug division 1311 coordinate with the straight slot 121, and the extension 1312 extends to outside straight slot 121.
The utility model is by matching the boss 131 of the straight slot 121 of the first side plate 120 and the second side plate 130 progress mortise and tenon
Connection is closed, and by splicing one closing of the formation of polylith side plate 100 and with the frame structure of hollow portion 110, being held to be formed
Platform mould；The cap mold of the utility model, can be before excavation of foundation pit be completed by building site without pouring and conserving temporarily in foundation pit
Side assembly is good, assembled quick and easy, and can carry out backfilling of earthwork, contracting to the periphery of cap mold at once after cap mold is placed in foundation pit
Short construction period, overall structure is strong, and earth-retaining effect is good, avoids the hidden danger of construction landslide.Due to cap mold assembly it is good after
Weight is larger, manually moves in foundation pit and increases the labor intensity of worker, therefore using the handling apparatus such as tower crane or hook machine to it
Handling installation merging foundation pit, and since the extension of the boss of the utility model 131 1312 extends to outside straight slot 121, extend
Portion 1312 is then as the stress connector to cap mold handling, and by binding lifting rope on extension 1312, lifting rope is filled with handling
Connection is set, the handling to cap mold is completed and installs.
As shown in figure 5, in order to ensure the splicing strength and stability between 120 and second side plate 130 of each first side plate,
Sealing element or sealing material are equipped between the plug division 1311 and the straight slot 121.In present embodiment, the sealing material
For mortar 140, the mortar 140 clogs the gap between the plug division 1311 and the straight slot 121, makes the first side plate 120
Displacement or cap mold deformation will not be caused with the second side plate 130 because the sliding of the soil body squeezes.
As shown in Figure 6 and Figure 7, triangle timber wedge 150 also can be used and be used as sealing element, by by the wedge angle of triangle timber wedge 150
The connection of the first side plate 120 and the second side plate 130 is reinforced in gap between partial insertion plug division 1311 and the straight slot 121
Intensity.
In present embodiment, first side plate 120 and second side plate 130 are rectangular slab, and first side
The quantity of plate 120 and second side plate 130 is two pieces, two blocks of first side plates 120 and two blocks of second side plates 130
It is spliced to form closing and has the rectangular frame structure of hollow portion 110 as cap mold.Specifically, two blocks of second side plates
130 parallel intervals are arranged, and the spacing distance of two blocks of second side plates 130 and two straight slots 121 on the first side plate of same 120
Distance matching；The both ends of two blocks of second side plates 130 are respectively set two piece of first side plate 120, first side plate 120 with
Second side plate 130 is vertically arranged, and the straight slot 121 of the boss 131 of the second side plate 130 and the first side plate 120 coordinates, splicing
For rectangular frame structure.In other embodiments, more side plates 100 can be spliced as needed.
The side plate 100 is concrete prefabricated side plate, and the side plate 100 is internally provided with and is used to support and reinforces side plate
The supporting rack (not shown) of 100 intensity.Due to the side plate 100 be precast concrete, the side plate 100 it is strong
Degree and high stability will not squeeze even if in the area abundant compared with soft layer or soil moisture in layer because of the sliding of the soil body
And phenomena such as causing the displacement deformation of cap mold, bottom absolute altitude to appear on the stage, the normal construction on basis is not influenced.In addition, with coagulation
When soil pours side plate 100, can supporting rack be set in the template poured in advance, the support poured as side plate 100
Inner core, on the basis of having supporting rack, the casting concrete in template is allowed to form side plate 100.Support frame as described above is steel wire
Frame or reinforced frame can in advance bind steel wire or reinforcing bar, be formed and the matched supporting rack of 100 shape of side plate；This implementation
In mode, the supporting rack using double-layer wire rack as side plate 100 improves the strength and stability of side plate 100.
In addition, concrete uses lightweight concrete in present embodiment, the length of intensity C15, monolithic side plate 100 are 3.5
Within rice, width is within 1.5 meters, and thickness model is 80mm-120mm, and the Weight control of entire cap mold is within 1.3 tons.
The boss 131 of second side plate 130 is equipped at least one through-hole 132 for grafting fastener 200.This reality
It applies in mode, the through-hole 132 is set to the intersection of the extension 1312 and the plug division 1311.In order to further strengthen
The stability that first side plate 120 is connect with the second side plate 130, in the intersection of the extension 1312 and the plug division 1311
Through-hole 132 for grafting fastener 200 is set, it, can be tight by the first side plate 120 after ensureing that fastener 200 is inserted into through-hole 132
Tight against leaning against on the second side plate 130, the stability of cap mold entirety is improved.
The cap mold of present embodiment further includes fastener 200, and the fastener 200 matches to merge with the through-hole 132 to be worn
In the through-hole 132, and at least one end of the fastener 200 extends to the outside of through-hole 132, extends to through-hole 132
External fastener 200 pushes the first side plate 120 tightly against the second side plate 130.In present embodiment, the fastener 200
Both ends all extend to the outside of through-hole 132 for pushing the first side plate 120, reinforce fastening effect.In addition, the fastener
200 be timber wedge or bolt, and present embodiment is inserted into through-hole 132 using timber wedge as fastener 200.
The utility model also provides a kind of manufacturing method of cap mold side plate, and the side plate 100 is any of the above-described embodiment
The side plate 100, the manufacturing method include the following steps：
1) template for manufacturing side plate 100 is made, and template assembly molding is made it have into accommodating chamber；
2) template inner surface is modified, ensures 100 flat smooth of the side plate produced；
3) in template inner surface brush remover, the demoulding after the completion of conveniently pouring；
4) metal binding wire net or reinforced frame as the supporting rack of side plate 100, and are embedded in steel wire or reinforced frame pre-buried
Part reserves the hole of installation by built-in fitting, to reserved straight slot 121 or through-hole 132, and steel wire or reinforced frame is placed in
In accommodating chamber；
5) casting concrete in accommodating chamber, the concrete select lightweight concrete, mitigate the weight of cap mold；
6) concrete form removal and maintenance.
After side plate 100 after the completion of maintenance can be transported to construction site, and progress is assembled at the scene, hung by handling apparatus
Transport and be mounted in foundation pit, after installation is complete can cap mold periphery backfilling of earthwork it is smooth, carry out cushion construction.
Each technical characteristic of embodiment described above can be combined arbitrarily, to keep description succinct, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, it is all considered to be the range of this specification record.
Above-described embodiments merely represent several embodiments of the utility model, the description thereof is more specific and detailed,
But therefore it can not be interpreted as the limitation to utility model patent range.It should be pointed out that for the common skill of this field
For art personnel, without departing from the concept of the premise utility, various modifications and improvements can be made, these are belonged to
The scope of protection of the utility model.Therefore, the protection domain of the utility model patent should be determined by the appended claims.
Claims (10)
1. a kind of cap mold, which is characterized in that including：Polylith side plate, side plate described in polylith are spliced into closing and have hollow portion
Frame structure；The side plate includes the first side plate and the second side plate for coordinating with first side plate, on first side plate
Opposite two sides are respectively equipped with straight slot, on second side plate opposite two sides be respectively equipped with coordinate with the straight slot it is convex
Platform；The boss includes plug division and the extension that is connect with the plug division, and the boss of second side plate is inserted into described the
The straight slot of side plate, the plug division coordinate with the straight slot, and the extension extends to outside straight slot.
2. cap mold according to claim 1, which is characterized in that be equipped with sealing element between the plug division and the straight slot
Or sealing material.
3. cap mold according to claim 2, which is characterized in that the sealing material is mortar, and the mortar clogs institute
State the gap between plug division and the straight slot.
4. cap mold according to claim 1, which is characterized in that first side plate and second side plate are rectangle
Plate, and the quantity of first side plate and second side plate is two pieces, two blocks of first side plates and two pieces described second
Side plate is spliced to form closing and the rectangular frame structure with hollow portion.
5. cap mold according to claim 1, which is characterized in that the side plate is concrete prefabricated side plate, and the side
Intralamellar part is equipped with the supporting rack for being used to support and reinforcing side plate intensity.
6. cap mold according to claim 5, which is characterized in that support frame as described above is steel wire net rack or reinforced frame.
7. according to claim 1-6 any one of them cap molds, which is characterized in that the boss is equipped at least one be used for
The through-hole of grafting fastener.
8. cap mold according to claim 7, which is characterized in that the through-hole is set to the extension and the plug division
Intersection.
9. cap mold according to claim 7, which is characterized in that the fastener is timber wedge or bolt.
10. cap mold according to claim 7, which is characterized in that further include fastener, the fastener and the through-hole
It is arranged in the through-hole with merging, and at least one end of the fastener extends to the outside of through-hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721349862.0U CN207619999U (en) | 2017-10-17 | 2017-10-17 | Cap mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721349862.0U CN207619999U (en) | 2017-10-17 | 2017-10-17 | Cap mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207619999U true CN207619999U (en) | 2018-07-17 |
Family
ID=62825955
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721349862.0U Expired - Fee Related CN207619999U (en) | 2017-10-17 | 2017-10-17 | Cap mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207619999U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882050A (en) * | 2017-10-17 | 2018-04-06 | 增城市碧桂园物业发展有限公司 | The manufacture method of the side plate of cap mold and cap mold |
-
2017
- 2017-10-17 CN CN201721349862.0U patent/CN207619999U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107882050A (en) * | 2017-10-17 | 2018-04-06 | 增城市碧桂园物业发展有限公司 | The manufacture method of the side plate of cap mold and cap mold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180717 Termination date: 20201017 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |